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Home My WebLink About7796 Wheat Stone Dr99 2�1 3 1828-4EIBB-CALI" �. Q �� 1441 N. RO REAGAN BLVD. LONGWOOD, FL32750 PH: 407-707-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w y a K w � � wp wp UJ C, Ct C. i � e Qm� � r m O ALL. WORK SHALL >'A/Ijw ,'H PREVAILING 3501 RIGA BLVD, TAMPA, FL 33619 CODES FLOR110A S UII MINI, ncc P,NATIONAL ELF CTRIIC r," 0s - IRE; IEW �JAN 1UZI Tel: (813) 549-1967 Fax: (817) 302-3134 AND THE ( F, OF.31 ' E i�' awl,. FsE N • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX �F ��Al��s CERTIFIED BUILDING CONTRACTOR: •FLORIDA BUIIDING CODE, RESrDENT1AL ABV ABOV: LAV. LAVATORY DATE DESCRIPTION p0. sTx EDntoN (zoza) AG AIR fUSTABLE NG LL?J LUMINOUS 01/26/S GD5I5AED ARCHITECTURAL SHEET DESCRIPTION • ALL LOCAL AND STATE CODES ALT ADIFSTA T E Mc. MEDICINE CABR E t � 0 Ala AMP], arE MIN MINIMU cnIRI:R 01/15A8 2011 FBC UPDATE AMP. AMPERAGE MIN. MINIMUM DR HORTON HOMES TAMPA? NORTH ? DIVISION 3501 RIGA BLVD TAMPA, FL 33619 TEE: 813 549-1967 ( ) V FAX: (817) 3 02 - 3134 •OCCUPANCY •CONSTRUCTION TYPE •MIN. INTERIOR FINISH -BASIC WIND SPEED :EXPOSURE •I -STORY RESIDENCE .2-STORY RESIDENCE - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd-124 MPH — G - -MAX. HEIGHT AS PER LOCAL AND STATE CODES HD CL CAB. CLG CONC CPT. CT. D. DBL. D.G. DIM DIM, D[sP. DP. DR. DS, DTI. D.W. EA. ELEV PQ 6XH. FXT P.G,EX. Pc. FN FLR. FLUOR FRG. R GA. GAR. DIRK G.F.I. GL. BOARD CENTERLINE CnBINLT CEILING CLEAR CONCRETE CARPET CERANEC FILL DR ER L)O LE DIALGLR DIAMETER DIMENSION nrsrosAL DEEP DOOR DOWNSPOUT DETAIL DIS14WASITER EACH ELEVATION ,QFAL EXHAUST EXTERIOR FIXEDGLASS FUEL GAS FINISH FLOOR FLUORESCENT FOOTING�OR GAUGE GARBAGEDISPOSAL GROUND -FAULT CrRCUIr INTERRUPTER GLASS MT. MTD. MTU NTS Gc YL P_B_ PH. PUT. PLYWD. PR. P'I R. RAD. RAG. REF. RM, RO. S.c, SD. sIF SET SHTHG. SHWR. SINI SL. SLGL STD. Sws TEMP. THE. T.O.C. T.O.P. T.O.S. LO METALTHRESHOLD MOUNTED METAL NOT TO SCALE ON' CENTER PROPERTY LING PUSHBUTTON PHONE PLATS PLYWOOD PAIR RISERPRESSURE T'RF A,Tcn RISER RADIUS RETURN AIRGRBa" REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKEDETECTOR SINGLE HUNG SITEET SHEATHING SHOWER Slrm-kIZ SLIDING SLIDINGGLASS STANDARD SFIEARWALL T MPEON REDGLASs ITECK TOP OF Curs TOP OF PLATE TOP OF SLAB TYPICAL 01/1608 CD'5RE-I5SUED PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG E1—ELECTRICAL PLAN PG P1-PLUMBING PLAN PG MI -MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL PG WAI -WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 02fN& 5IDINGELEvATIONSADDED 03rz6/I5 CD'SRE-ISSUED 04 9 16 FOOTING REVISION PER M. BOLES 06/2T/IB CD'SRE-ISSUED 02AW9 ADDED GURBLE55 FOOTER AT GARAGE DETAIL (POW MYER5) 02 22/19 PLAN MAINTENANCE 03128/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL 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 /1 Lr1� CALCS r SUIT. CALM. S 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BAT50N lMELB> 04/24/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE IMELBJ LIVING 152560. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT, LANAI 58 SQ. FT. TOTAL 2362 SQ, FT. Ob4n9 ADDED 'EXTERIOR MONO DEEP FOOTER'DETAIL I2/51.IA(ORL) 06/21/I9 ADDED LED LIGHTS s KITCHEN t BATH PER MARK BOWES OIAI9119 ADDED STONE OPTION ELEVATION C i D (TAMPA) 05/II/19 ELEVATION 'G' 51DING-ADDED LOUVER ® GABLE ROOF 10/25/le ADDED OPT. 8'-O' CEILING HEIGHTS 01/01/20 REPLACE U5P CONNECTORS WITH 5IMP60N CONNECTORS ID4/01/20 REv15E ENKAVENT RADON PLAN DIMENSIOr1S 04/013/20 OPT. a'-O' CLG. HGT.- ADDED LED LIGHT IN FOYER ID4/03/20 OPT, 8'-O' CLG. HET. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY m5/06n0 ADDED £L£vATIGNs 'L'I'M'loRu STRUCTURAL SHEET DESCRIPTION SUBDIV. & I.OT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 0418L 003-29012 MODE1. 4EBB 1828- CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP, C GYP. BD. GYPSFMBOARD FIND. UNLESS NOTED H.B. HOSE BIB OTHERWISE RC. HOLLOW CORE V.P. VAPORPROOF UDR HEADER W. WASHER HOT OR HT IMIGHT w WITH EVSUL. INSULAnoN WD. WOOD Nr. INTERIOR WDW. WINDOW w�II WATER HT IRON w.t. WxouGxnaoN 0145/20 ADDED ELEVATIONS'MG'-'MH'-'M5'(ORL) PG SI—FOUNDATION PLAN PG S1.IA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG -DETAILS PG S3.113—DETAILS PG SNI —DETAILS PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS ARCHIT STA OF L ID DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION 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 BUILDER 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 INSTRUCTION BASED ON THE DRAWING SET. 01/01/21 2020 FBC UPDATE 03/03/21 ADDED SOFFIT DETAILS B I �„ fir+ � �'. p ( �I Dt'f RO N A. A R NO 937 04126/2 ADDED ELEVATIONS 'N' i 'O' lORU 04/1Tl2 ADDED STONE OPTION ELEVATION "G' (MELBOUfT1E) 05/01/21 ADDED 05/19l21 ADDED DEN OPT. !TAMPA i FT MYERS) OOAOI71 ADDED 20'FOOTER OPTION (TAMPA) 11/02/21 ADD FRENCH DOOR OPTION 03/08R2 ADD COURTYARD OPTION 03/09/23 ADD PAVERS OPTION (TAMPA) PRINT DATE: 02/19/24 04/12/23 ADD RECE65ED SHOWER IN BATH "1 OPT. 01/01R3 2023 CODE UPDATE SCALE: 1/4"=1'-O" SHEET �y I -�I II 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 El. 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 COMPLETELY 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, UNO. 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 3/8INCHES 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 BY THE 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 V 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 V2 -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 18 -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 Y 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 INDS) 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- THEENGINEEREDWOODASSOCIATION: 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 ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. D SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. S . 6. MINIMUM DIMENSION OF ANY PLYWOOD S S L U Q 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 %" 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 1. 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-C1787. 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 - "L" 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 1/2" 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 AS 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) R704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w d= rc cl o u � a o c 2 U a = e z m ° SLTSDIV. & LOT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: GENERAL NOTES I60 MPH EXP. C PRINT 02 19 24 DATE: scALE: 1/4"=1' - O" SHEET CONTROL DATE: 10/10/23 (CM) 39'-8` „ g OND SH C2EGREBB H LAING ROOM e' 0, CLG III Oil 1 DINING FLAT = ROOM HDR _ C' X8 I ------ -------------G� 0 b36 V. NI W.I.C.- vl41 --- --- m �1 8' O CLG ry� ' PFT;I L----'i,�-- '1 b24 sb IR-1SN 3 BEDROOM #1 8'-0' CLG. 3 -O A AI B LAUNDRY 11� rp nTi Ni ? 8 v- a.-V (%a e' a uG { 1lLaul { a - RisN _ m PAN. �� b 6 RANGE FLAT N',' b36 HDR T n - — © 6 -0" ' — W-0' CLG. O T' 6' AF,F - i� i IIS O-0 `; BEDROOM #4 V_v CLG. m r 0 W v II'I FLAT 3 BEDROOM #3 N I III A.Q.F. FA%C�F� R A� 81-0 e g FLAT _ LAV. BATH#i v S. FOYER BEDROOMK2 _ 8'-0' CIA J v m SENTRY aA (2) 3052-$H WH. r zz'xsa°°--i I ATTIC I L AGCESS J BOLLARD AS REQ. PER 5LDG. CODE GARAGE 8'-0' cw. _. Jrs— — — — — — — — — — — — — — — — — — — — — — FLOOR PLAN SCALE: 114' = 1'-0" I I � I �I I m� N 7 0o EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-O' 5RG, 0 10 -0' 5RG. 10'-8" BRG. SQ.FT. CALC. S LIVING 1520 SQ. FT. GARAGE 430 SQ.FT. ENTRY 16 SQ. FT. LANAI 06 SQ, FT, TOTAL 2362 50, FT. COAPONE T AND CLADDING WIND LOADS SASIC WIND EVOSM FOR 3 SECOND OUSTS OPENINGS SOUAPE ZONE 16D !PH WIND (Null) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 33.6/-44.9 CRITERIA EXTERIOR SWING 20 5 32.1/-41.5 DR. MIN. CRITERIA S.G.D. / FRDR 41 5 30_5/-38.8 MIN. CRITERIA 16070 O.HD. 112 5 28.V-3L5 12'x12' SOFFIT 1 5 33.6/-44.5 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=11, 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, 0DIW23 DBL. TOP FLAT, BAR DETAIL !/R HDR. DTL. NOTE: -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER FAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/5' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS, 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WWW. bdesigngro"p.com AA #: 0003325 W y d Q�p a e O SUBDIV. & LOT ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROTECT# 04181.003-29012 MODEL' 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN %160 MPH EXP. C RITE 3T F F O IDAn F N A. ABO RA R NO 93 DATE: 02/19/24 SCALE: 1 /4"=1' — O" SHEET Al SHINGLE ROOF FYPON BKTIIXII OR EQUIVALENT LAP SIDING 145 SPECIFIED (TYP.) 51 - DECORATI VE SHUTTERS OR 14B EQUIVALENT AI. TYP. 4' RAISED �. BAND (TYP.) � O' _O - N F-2ll�_ -'.5'-4' �LpG. ✓3-_ FYPON LV12X24 N' _ OR EQUIVALENT _ SHAKE SIDING - AS SPECIFIED A (TYP.) 4' FRIEZE BAND (TYP.) 6' TRIM �LA �, �_ BOARD (TYP .) -II -L� I - II II IIII II BAND)(TYP.) OPT. COAGIH LIGHT c� N 4 r 42 I I .LO'-Q'' FIN_ F_R_ 7 vRONT EILE VA SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE= WALL FENESTRATION FLASHING AS PER FBCR R-103A OFF RIDGE VENT OFF RIDGE VENT 14B O ` RAISED STUCCO BAND -------- ER COMMUNITY SPECS. (TYP.) _-_ P -O' FIN_ FI_R, SEAR ELEVATION SCALE: 1/4 = 1'-0" TEXTURED FINISH OFF RIDGE VENT ro �a3 o s RAISED STUCCO BAND PER COMMUNITY SPECS. CTYP. J .=Lc LEES' ELEVATlON SCALE: 1/4 = 1'-0" TEXTURED FINISH OFF RIDGE VENT OFF RID4-E VENT L,_-C" ERG. _G?�F.,-C" RAISED STUCCO BAND ' PER COMMUNITY SPECS. O (TYP.) _ RIGHT ELEVATION SCALE: 1/4 = I'-m" TEXTURED FINISH / 2' \ DECO. DTL. A SCALE: 1/2 = 1'-m' 1441 N. RONALD REAGJBLVD.LONGWOOD, FL 32PH: 407-774-60FAX: 407-774-40www.abdesigngrouAA #: 000332 W 2 � Q m U w 0. y 0 o Q p0p Q p0p Q 0 < 0 Q = e B B 9 O Sumnv. & LOT- ABBOTT PARK LOT #29 BLK: I PHASE: 3 PROJECT# 04181.003-29012 MODEL 4EBB "1828-CALI" GARAGE SVfMG: RIGHT PAGE: ELEVATION "Y' %160 MPH EXP. C T P -PL I PRINT DATE: 02 19 24 SCALE: 1 /4"= l' — 0" SHEET A 2 '13 ELECTRICAL LEC;END SYMBOL DEFINITION NOTES -G 125V OUTLET 20 AMP SINGLE POLE � 110V OUTLET IIOV OUTLET 1/ OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EMU RTWKCT F M (TAMPER RESISTANT RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION FAULTUND GFI o LEAIERPROOF NTT ERRUPTER SWITCH SWITCH 3-WAY -PER W4 SWITCH 4-WAT OPER. 0 WALL MOUNTED 1� LIGHT CEILING LIGHT © LED GLG LIGHT © LED VAPOR VP FRO- LIGJT O VP VAPOR PROOF LIGHT co RECESSED CAN 1©, RECESSED CAN VENT. FAN I CFH PER SO FT. VENT. FAN W LIGHT I GF11 PER SO. FT. 4NITY LIGHT FI SPEC-5 TBD BY BUILDER) 0 PANEL NMI METER • S.D. SMOKE DETECTOR GATT BACK-UP w/ HARCWIRE CARBON Mq�OXIDE/ A - 6111KE DETECTOR CCH C LATER-CCMiECTED SHALL ME A O16T, OF NOT LE% 0 CHIMES PENDANT LIGHT ' ^ NATURAL GAS OUTLET . TELEPHONE JACK WH WATER 1/E4-R IGNITION SOURCE TO @E ELEVATED DISCONNECT AIR CONDITIONING UNO. A/ DISCOIdJECi SEE AHU ON THIS S ET TELEVISION JACK CEILING BOX REQUIRE TO BE SUPPORTED IN ACCORDANCE UU O J-BOX BOX MARKED AS SUCH FOR INSPECTION BOX REQUIRED CEILING FAN/LIGHT TO - TO BE SUPPORTED IN ACCORDANCE UV BOX MARLED AS SUCH FOR NSPEOTION nnnn 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP nn nnn nnn 4B' INCANDESCENT LIGHT STRIP FLOOD LIGHT PB. PUSH-BUTTON FOR CHIMES UaB PORT LOCATION OF TV JACKS 4 PHONE OUTLETS I FANS TO BE VERIFIED a HOMEOLLNER PRE -CONSTRUCTION MEETING. NCTESi A PER F INEC 202C ALL 15 / 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED. 20 AMP DEDICATED LAUNDRY CIRCUIT. DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY CIF 5C CFM INTERMITTENT. LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS. WIRING METHOD SHALL BE NON METALLIC CABLE. THE RECEPTACLE FOR A BUILT-IN DISHWASHER SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISHWA5HER. WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEANS, SURGE FiROTECTION- ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE (SPD). H ONE OR MORE 120-VOLT, 10-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROCM(S) RECEPTACLE OUTLET(5) REQUIRED AND ANY COUNTERT 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 OUTLETS REQUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. E�-N WP GFI LANAI CEILING MTD. LIGHT 1' LIVING ROOM TO BE PRE -WIRED INSTALLED, CLG PAN (- PROVIDE PRE -WIRED I� BDRM.#1 J-BOX FOR OPT. FAN V LGr II L! GLG FAN ti DINING t;1 PRE-WIRED / CLG FAN ROOM p. GFI GFI qpS/GQ (2J OUTLETS SWITCH IN _ STACKED CABINETGFI - - a� I i- GPI __ __ GFI 34 BATH }kt GFI W. LC• GFI L L OUTLET - FOR 1 /SINK I DW y� KIT CHEN LAUN; - - -' _ - L u �=C GFI �� \ RANGE I GFI Lir� GFI a� I • \ � 1 HOOD WIRE W/ OUTLET FOR --�- -- U i FUTURE MICRO CLG FAN BDRM PRE -WIRED I,I / � CLG FAN GFI - \ 44 AFF, L • L FI DOOR �FI I� \\\ LIGHT W/ZWl 0 1CDN IN L5OOLLARD AS REQ � \V ATTIC PER BLDG. IL�� CODE j BATH2®G vI LED LIGHTING LED LIGHTING SINGLE LAV. DOUBLE LAV. I GF I BATH -2 BATIa h / -✓ �m I KEYLESS OUTLET METER BDRM #2 � n ' FIXTURE Z FIELD PROVIDE 3 2/0 CU, THUD . I'16 CU IN 2' CONDUIT OR 3 VERIFY •4(0 AL, THWN . P6 CU IN A CONDUIT OR 2/0 AL, 5ER FOYER LOG (CONDUIT TO TERMINATE ABOVE 50FFIT . OVERHANG.) IRRIGATION OUTLET ® _ 150 Ah1P ELEGTRIGAL RISER ENTRY 48' A-F.F, GFI f`T„ COMBINATION SERVICE 150 AMP GARAGE NOT TO SCALE. v DISCONNECT SWITCH AND Q0rz40 VOLT PRE -WIRED GENERAL NOTES: M ELECTRIC METER IN PHASE CLG FAN / A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE pgNEL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR BTH EDITION (2023). LOCAL CODES, AND ALL LOCAL POWER I I 1 — -- —q •JI .B. GtU FOR NY REiREMENTs. 150A/1P CH11`1E55. ALL CI -. .- _. B. ALL CONDUCTORS SHALL BE TYPE THHNRHUN UNLESS MCB "• _'� 1 ... , n 1�, - ' ]�_. _ NOTED OTHERWISE. - - -- - - - - -- - _- TELEPHONE SERVICE CABLE TELEVISION EMRANKE SERVICE ENTRANCE � E(:111PMENT EQUIPMENT - - - - - y y - - - - ------------1 OPT.FjOILER COMPANY LOFT. TRANSFORMER INTERSYSTEM BONDING LIGHT VOLTAGE AT LOW GRADE VOLTAGE COMJECTIO4J5 ELECTRICAL PLAN $GALE; 1/4' = '-m" PROVIDE 150 AMP, 120n40 VOLT, I PHASE SECONDA 1 •4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 w COPPER (CU) IN CONCRETE ENCASED F007ER 5TEEL PER 1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBCR STH n/O ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC EDITION (2023). CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/5" DIA X S FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 WWW. Eldesigngroup.com AA #: 0003325 F W a F � RRR W v a Qa a a Q a -e ti Z C Sul3mv. & LOT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C A CRT S A OF 1 A A ABi UCHACRA AR NO 23 PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' - 0" SHEET JE FMI -.._— SINKD��- 4 I �- Lu BNUIR. PAN f I F_ r 2 VTR2 = it — -- .� IL- --- )' KITCHEN 2� VTR 61NK W/ J AUTO VENT 1/2�/ I/2° ' 2, „ \ 1/2. 2 WG 11/2' � I 2 LAV I 3 3' 11/2. LAV I 2 I 3' 2- 2 WASHE R 4 4- —I, TO MAIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325 i w � w � � aQ goo Rills z m 0 SUBDIV. & IAT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MRS. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL 8EAM5 SHALL BE SEALED WITH GLASS FAB a MASTIC. AND INSTALLED AS PER FBC 8TH EDITION (2023) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL S1 CL455 1 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 8TH EDITION (2023) MECHANICAL GODE SECTION 603 C, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBG 8TH EDITION (2023) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 8TH EDITION (2023) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALL5 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 FBG STH EDITION (2023) MECHANICAL CODE SECTION 607. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS, 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAG TO HAVE PROPER PAN6 W/ DRAINS ATTIC CEILING—,��, EXTERIOR WALL LJ �� PLENUM T - V AIR RETURN SUCTION AND LIQUID AIR SUPPLY_ y ] I REFRIGERANT LINES ; AIR HANDLER '% 3/4" PVC CONDENSATE DRAIN LINE EVAP. TRAY �, 11 dl PvC SLEEVE TO LINES BELOW SLAB -` - REFRIGERANT LINES TO PLATFORM RETURN 1�CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER _ FBCR 8TH EDITION (2023) MECHANICAL BLDG. CODE SECTION 301.2.4 5CORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE 45 REQUIRED WADE 8240-K J05AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYP.) NITS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE= SUPPLY TRUNK BROKEN LINE= RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN ! LIGHT 0/14 OUTSIDE AIR (1) THERMOSTAT [S] PASS-THRU AIR GRILL SECURE STRAP TO GONG. CONDENSER W/ (2)-3/16°X2° tAPGONS UNIT SIMPSON WB ROLL STRAP �OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE 5LA5 °SXI 1/4' 5HT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD m 12' FROM STRUCTURE NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. LANAI — -- 4 14XI4 14XI4 BDRM.#1 - i LIVING ROOM DINING 12X5 12X6 e F/ 6\I 12xe —�------- 14XI4 ,10X6 ----- -- --- — __ ___ 4 v 4 I BATH 1 CFOM l — �Fz �1� Q ��. �P1 .LC. i it �- _v�.-- 14' KITCHEN LAUN.'; IX i k 3 1 / 4" DRYER v.T.R. j I / �� / I BDR _— BDRNI. #4#4 10X6 4/ �. El ' --- ,4x4X 6 I I - So j COUNTERSUNK CFM 8X4 C.O. PLUG -- �� BATH # - 14X6 BX4 'SEE SPEC, --- — � . I GARAGE 10X6 CONC. FOYER FIN. GRADE �L OR PAVING FITTING OR EXTENSION TO SOIL BDR_ _. ; ENTRY OR WASTE AS r Ff -( REQUIRED r' �I DEXT. GROUND CLEAN -OUT (TYPNT) MECHANICAL PLAN SCALE: 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PK 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou pxom AA #: 0003325 F w y d 14 � w � a tGEI N N 4 a a a a C 0 9 G 9 B '1 B m c Sumnv. & LOT: ABBOTT PARK LOT #29 BLK: I PHASE:3 PROJECT# 04181.003— 29012 MODEL: 4EBB "1828-CALI" GARAGE 9VfWG: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C d v 1��j v A. AB@ CRA AR NO 9� PRINT DATE: 02 19 24 SCALE: 1 /4"=1' - 0" SHEET 2X4 TOP PLATE PER FLR_r- PLAN PRE-FAB TRUSS 1/2' CLG. BOARD 1/2" DRYWALL MAX BTSLAB � I 2X4 WOOD PLATETOSLAB 5TUD5 m24 W/ I'll MASONRY O.C. NAIL ®32" O.C. SLAB O-1.- FIN, FLR NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT', LE55 THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2xo, WHERE SPACED NOT MORE THAN 24' O.C. (i)TYP. INT. WALL (NON-BRG. ) D 1 SCALE: 3/4'.I'- 0' 35/5'OR5 1/2' DRYWALL 3/a, TOP CHANNEL l25 GA-) 1/2' DRYWALL 3 5/8' OR 5 3/0' METAL 5TUD5 24, O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/5" OR 5 CABINETS AND TUB/SHOWER 25 1[3/0, BOTTOM GA. METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GAJ SECURED TO BE SPACED 16' OL. AT 2ND TO CONIC FLOOR WALLS ADJACENT TO FOR W/ 3/4" LO I-O STAIR WELLS AND BATHROOM e TO PAPWOOD WALLS W/ TILE FINISH FLOOR W/ 1/4' WOOD WOOD 545EBOARD— SCREW —FINISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS (NON-BRG. ) D 1 SCALE: 3/4' . I' -O' FIBERGLASS 5HINGLE6 WITH UNDERLAYMENT AS FIBERGLASS SHINGLES PER FBCR 905.1.LI. WITH UNDERLAYMENT AS THIN ROOF SHEATHING PER FBCR 2023 905.1.1.1. THICKNESS AS PER ROOF SHEATHING SHEET 5NI. THICKNESS AS PER SECURED PER SHEET 5NI. SECURED 5/5' GYPSUM BOARD FA57ENER SCHEDULE PER FASTENER OR 1/2, HIGH SCHEDULE STRENGTH CLG. :✓" BOARD REFERENCE �`'„ PES? ELEVATION STRUCTURAL PRE-ENG TRUSS �- — SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS -_ -- INSULATION R-vALUES REFERENCE STRUCTURAL - MTL DRIP EDGE 1._ ., - ; MTL. DRIP EDGE PER ELEVATION _ - 2x FASCIA PER I P v = 2x FASCIA PER ELEVATIONS 1 off /, R-4.1 INSULATION ELEVATIONS VENTED SOFFIT '� --� VENTED SOFFIT WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE } .. . I, FENESTRATION - I MANUFACTURERS WRITTEN INSTRUCTIONS -- _ f REFERENCE . STRUSTURAL ' Ix2 P.T. FURRING 1/2' THICK, 2 COAT PORTLAND STRIPS o 24' O.C. CEMENT PLASTER APPLIED I/2° THICK, 2 COAT PO D DIRECTLY TO MASONRY CEMENT PLASTER APAPPLIE PLIED ''�- � all CMU DIRECTLY TO MASONRY 1/2' GYP. WL. BD. 0 -0' FIN. FLRRR� -_ _- - 0'-0' FIN. FLR. _.. ROOF SHEATHINGS THICKNE55 IS ENGINEERED PER ASGE 7-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 1609.5.1. WINDOW OPENING n TYP. WALL SECTION (-A)-W/ NO OPENING r4__�1-STORY HIP BLOCK WALL D1 SCALE: 3/4'=1'-O' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 505.1.1.1 OF THE FBCR 2023 STH EDITION IS #4 WHICH USES (2) TWO LAYERS OF 457M D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBGR R104.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNERS ON HIP 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 R001`5- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST V 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 (1-114' X 0.051' X 0.171 HEAD DIAMETER) FOR A 2" X 4' SUBFASGIA AND THREE FACE NAIL FOR 2' X 6' AND GREATER SUBFASCIAL. CAULK ANp - �GA# LINE j• PVC SLEEVE N' R 640 LlM e• au • Yw. wL. m- WOOD BA% 2B GAS LINE THRU BLOCK D1 gOA E• IR•. r-m• FIBERGLA55 SHINGLES WITH UNDERLAYMENT A5 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 THICKNE55 AS PER SHEET 5NI. SECURE PER FASTENER SCHEDULE ON SHEET 5NI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I/2' THICK, 2 COAT- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR.,r a' CMU — n W/ WINDOW OPENING -CORNER EEAD IR• THICK, 2 COAT B' C!-AI SEE PORTLAND CEMENTS. FOR PLASTER APPLIED DIRECTLY TO REII.PORCEMENT M4SONRY - 2.& P.T. LLD ATTACHEDTOFILL CELL AS PER PRODUCT 'Z A-- RE., - -- SEALANT . / BACKER ROD Y / 'T WEATHER STRIP M LDMG ALL •, ..Xxi: x� rY`( '.'�,Y t AROUND (BY DOOR MANUFJ FASTENED TO WOOD JAMB PER PRODUCT "A" STEEL--�I.--_ '--OVERHEAD DOOR APPROVAL REO, VERTICAL TRACK- 1, 1' MIN. BY OTHERS BY MAIF. FASTENED TO SLIDE TRACK BRACKET, R�Ih W/PRODUCT APPROVAL REO. 3 1 GARAGE DOOR JAMBS D1 SCALE: 1 I/2"=I'-0' 2X4 5PF 24" O.C. MAX. — SECURE W/ (2) 12d NAILS o EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRU55 CONT. 2x RAT RUN 5ECURED PER— STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5 )PER ELEVATION 5/8GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOWS AND DOORS SHALL BE IN5TALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS FERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.C. s_ 1/2' GYP. WL. BD. WOOD BASE -0' FIN. FLR, ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASGE T-22 IN ACCORDANCE WITH FBGR 2023 STH EDITION, SECTION R301.1.3 AND 1609.5.1. n TYP. WALL SECTION FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 9Or lll. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL, DRIP EDGE � 2x FASCIA PER ELEVATIONS VENTED SOFFIT U NO OPENING (5__�1-STORY GABLE BLOCK WALL D1 SCALE 3/4'.1'-0' WALL SHEATHING THICKNESS AS PER 514EET 5NI. SECURE PER FASTENER SCHEDULE ON SWEET 51,1I. PRE-ENG. GABLE TRJ56 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 STH EDITION IS 04 WHICH USES (2) TWO LAYERS OF 45TM D226 TYPE II OR 45TM D486S TYPE III OR TYPE IV UNDERLAYMENT_ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-607S FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W a m w _ a o $ 0 u $ L cl QQ y J-1 SUBDIV & LOT• ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT* 04181.003-29012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE! DETAILS 160 MPH EXP. C ARH STATE LR93 IDA 0 AJB PRINT 02 19 24 DATE: / / scALE: 1/4"=1' - 0" SFIEET TOP: 2X6 P.T. c CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/5' WASHER 4 NUT OR W/ (2) 1/2' x 8' ANCHOR BOLTS W/ 4' MIN_ EMBEDMENT W/ 2' X 2' X I/8" WASHER 4 NUT TO BLK W/ I, /4"TAPCON5 11/2, EMBED., 8' O.G„ 4' END DIST., 1 1/2' EDGE DIST. SIDES m 2X6 GARAGE DOOR BUCK 5ECURED W/ (5) 12' X 8' J-BOLT OR ANCHOR BOL75, W/ 4' MN. EMBEDMENT, W/ 2' X 2' X 1/6' WASHER 4 NUT. (1) WITHIN 6' CF TOP, (1) WITHIN 6' OF THE BTM, _ (3.1 EVENLY SPACED, iJ J NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WLEF SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR ri-�BUCK ATTACHMENT D "'U" V3'•I" 8• CMU I/2' DRYWALL 1x4 PT. OR 5/4'x4" MIN. SECURE THRU FRAME 4 ❑ rX4• EXTEND 1-1/4' INTO PT, NAILER BLOCK W/ 3/10' TAPCON5 DOOR C451NG (MIN. SHANK 51ZE 145MIN. HEAD SIZE 300 MIN, EMBEDMENT-I/4' WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 18' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: $14IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" 2X4: CEO SECURE TO BLOCK W/ 3/16' TAPCCN6 (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' OC. MAX SPACING. 2X6: MM SECURE TO BLOCK W/(2) 3/16' 7APCONS IMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4') WITHIN 8' OF EACH END 8' GMU 4 IS' OC. MAX SPACING. 112' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK T.NAILER W/(2J 3/16' TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 I/4") WITHIN W OF EACH END 4 IS. 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 +1 1/2" �WI_ND�OW TO BLOCK +1 1/2" 3/4 F T 51JC 114" SH nd ~ v Q'= Z (P L] LZ INTERIOR EXTERIOR 3/4aX9" RECE55 ' 3/4" BUCK CONNECTION PTO BLK DETAIL 2X4: SECURE TO BLOCK W/ 3/16' TAPCON5 (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I 1/4') WITHIN 6' OF EACH END ! 18' OC. MAX 'PACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/1W TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8" OF EACH END a, CMU 4 IS' O.C. MAX SPACING. 1/2' DRYWALL ZXB: SECURE TO BLOCK 1'X4' W/(2) 3/11 TAPCCN6 P.T. NAILER (MIN. SHANK SIZE .145 1/16' O.SB. X 4' MIN. MIN, HEAD SIZE 300 MIN, EMBEDMENT 1 11 DOOR CASING WITHIN S' OF EACH END 4 18, O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" ��OW TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ 3/I6' 7APCON5 (MIN. SHANK 51ZE .145 MIN, HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IB' CO. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE a SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/1W TAPCON MIN. 1-1/4' W/(2) 3/1( ' TAPCONS EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 8' CMU 4 18" O.C. MAX SPACING. I/2' DRYWALL 2X8: ET SECURE TO BLOCK ❑ I'x4'F.T. W/(2) 3/I6" TAPCONS NAILER (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 1/4') WITHIN 8" OF EACH END 4 18' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED II DOOR JAMB TO BLOCK +2 1/4" �D�OW TO HLOCK +2 1/4" 2X4: CEO SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE .300 MIN. EMBEDMENT 1 V4') WITHIN 8" OF EACH END 4 IB' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 31W, TAPCONS (MIN. 614ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 16' O.C. MAX SPACING. 2Xe: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN, SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 18' CC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) 6 CMu I/2' DRYWALL CELL TO BE POURED SOLID W/2500 F51 CONCRETE REINFORCED W/ (1)'S VERTICALLY I'X4' P.T, NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB PTO BLK DETAIL J EGALE. I/4.1'-0' 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN, EMBEDMENT 1 11 WITHIN 8' OF EACH END 4 18' CC, MAX SPACING, 2X6: cm SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END e' CMIU 4 11 O.C. MAX SPACING. 1/2' DRYWALL 2X8: 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 1/4') WITHIN 8' OF EACH END 4 IB' O.G. MAX SPAGIh�-.s. 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 +3" ��II�Ow Tn clr nrx +�" 2X4: 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' CP EACH ACCORDANCE WITH THE FENESTRATION END 4 18' OC. MAX MANUFACTURERS WRITTEN IN5TRUCTION5, SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCON5 (MIN. SHANK SIZE .I45 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 I'' O.C, MAX SPACING, 8' CMU 2X8: ® ❑ 1/2' DRYWALL SECURE TO BLOCK I'X4" W/(2) 114' TAPCONS PT_ NAILER (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 T/16' 0.98. X 4' MIN, MIN, EMBEDMENT 1 1/4'> WITHIN 8' OF EACH END DOOR CASING 4 15, O.C, MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM A$ NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" OW ?011 TO BLOCK +3 7/16" 2X4: ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/i6' TALI (MIN. 114' TAPCONS IMIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD 61ZE .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 4 Ia' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED ON OUTSIDE 4 SECURED 2X6: ® THROWN NON-STRUCTURAL 2X6: CEO THROUGH NGN-5TR1Gtt1RAL SECURE TO BLOCK 3/I6' TAPCCN MIN, I-I/4' SECURE TO BLOCK 3/I0' TAPGON MIN. 1- 1/4' K SIZE 3S MIN. SHANK SIZE .145 (MIN. SHANK EMBEDMENT INTO BLOCK I/4' SIZE .145 I ,MIN. SHAWK2NK SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK MIN, HEAD SIZE .300 HEAD SIZE 300 MIN. MN, EMBEDMENT 1 11 5. O'IU EMBEDMENT 11/4') WITHIN W OF EACH END WITHIN 8' CF EACH END 8' CMU 4 18' CC. MAX SPACING. I/2' DRYWALL 4 Ia' O.C. MAX SPACING. 12' DRYWALL 2X5: ® ❑ I'X4' 2x8: ® El I'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER W/(2) 3/Ib' TAPCONS DOOR CA51NG W/(2) 1/4' TAPCON5 I" P.T. X 4" MIN. IMIN. SHANK SIZE ,145 (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CASING ir WITHIN 8' OF EACH END MEMBER W/(2)12d WITHIN 6' WITHIN 6' OF EACH END 4 16, O.C. MAX OF EACH END 4 6' TO 5' OZ. MAX e 16' O.C. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED II JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" Tn Rrnrx +`i" DHOW TO BLOCK +3 3/4" ,/1wrSl�nw 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y a K x a m W F 4 C 9 B m G v Q O sUBDIV. & LOT ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEL' 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C CODE CODE PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 14634.3 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 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.1 SIMPSON STRUCT. COMP. W000 CONNECTORS 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1105 2023 FBCR 12/31/2035 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1122 2023 FBCR 12/31/2035 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12J31/2024 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL- #1100 2023 FBCR 12/31/2035 13872.8 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 13872.7 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 10456.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2026 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 12J31/2024 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.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2024 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2026 10531.1E 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 12J31/2024 16503.1 KAYCAN LTD. PANELWALLS EXT. SOFFITS 2023 FBCR 12/31/2024 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 16544.1 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 41886.24 MI WINDOWS &DOOR$ TWIN WINDOWS 3540TWIN SINGLE HUNG 2023 FBCR 4/12/2027 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2023 FBCR 4/30/2026 41886.1 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 4/12/2027 15332.2 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2023 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MU 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774&078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 F w VVV _ _ 0 o o !i a a aQ afl' a 9LJHDIV. dt LOT: ABBOTT PARK LOT 29 BLK 1 PHASE 3 PitOTECT# 04181.003-29011 1!![ODE1L: 4EBB "1828-CALI" GARAGE iSNING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C PREFORMED CONTROL JOINT / i -� \ J'T SIGKR3 COAT CEMENT FLANGE OF CONTROL JOINTS T BE WIRED TIED TO LATH a 9' \ 1:SLAYER R, 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 RT' (VERTJ O.G. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WRB LAYER '1, FAST ENERS TO BE SPACED STUCCO WRAP ee T' O.C. MAX VERTICALLY _ 7 WOOD 4EATHING - 1j. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL \ — - -- - JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO S' \ / FROM CONTROL JOINT WHEN NOTE, CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR\ i STRUCTURAL STUD STAPLES IN COMPLIANCE W/ A5TM CI063 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN OL wLD INWAtm . Pr. A ®FOLD OL FOLD INWARD PT. A 3. GREASE • PT. C SHINGLE ROOFING DRIP EDGE: OYERL4P 3', EMEND IR' BELOUJ 6HEATHMG,MECHANICALL PASTEN d' OL MAX.. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" r VERTICAL LAP5 (ROLL ENDS) e 6' HORIZONTAL LAPS. LATH VERTICAL LAP i0 BE I" ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE X.:, - - X X X X — — — METAL LATH i WRB LAYER h, 57UCCO WRAP WRB LAYER 'R, FORTIFIBER BUILDING PAPER 2 APER LAP o SCALE: 112'=I'-0' ® KICKOUT ® I-- INWARD . Pi. A ]. CFEA6E . Pt. B 3. CI�ASE . PT. C 4. FOLD PT.O OVER Pr. B TILL PT.O iOILHE6 BOTTCM FLANGE E BOTTQ I® FiA.`YsE WATER TIGHT SEAL. FOLD. Qp LL2L CIIT. THICK, 3 COAT CEMENT PLASTER (PRATE). Vl' ]COAT CEMENT PLASTER 1-1 WRB LATER '2, FORTIFIBER BUILDING PAPER (FRAME ONLY' WRB LAYER'I, STUCCO WRAP (FRAME ONLY] LAP LAYERS OF BUILDING W24P DYER -LING FL.aNGE. STOP WRB AEES2Z& I V ABOVE SHINGLES (PRATE ONLY) , �hq PRAeTE aR rru ' EXTERIOR � b �-�;-�q—lry WALL FL49H4G s G; KICK- TRASHING (SEE ' DETAIL) FA6DIA WRAP NOTE, - -L KIf FLAWING AT BOTTCM 6 RCOF a . WALL INTERSECTICN9 VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BA5E5 SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.04T5-IN. (171-MM) WIRE AT INTERVAL5 NOT MORE THAN 5' (225-MM). AS PER ASTM CI063. NOTE, FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOU5E WRAP TAPE PER M4NUF. SPEC. OR PEEL a STICK ROOF CEMENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WRB LAYER -1, STUCCO WRAP WOOD 5HEA7HING WOOD SHEATHING OR CMU WREs LAYER *11, STUCCO WRAP (FRAI'ME ONLY) g' THIGG, 3 COAT CEMENT PLASTER (FRAME), 112' 2 GOAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 # TAPE OVER RooFiwALL SCREED 5°X5' 'L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL. TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE — FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER \ - \ APPOVED HOUSE WRAP. R FLASHING TO EXTEND ONTO PIPE 1' OR LESS PIPE- I \,. L 6'x6' 5ELP-AOHERIW3 MEMBRANE PENETRATION - _ �- FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER NE 5ELF-ADHERING MEMBRANE - }� FLASHING OVER APPROVED \(\// I HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE GF - SELF -ADHERING MEMBRANE FLASHING GUT AND OVERLAP ONE SIDE OF 6TEP 01 SELF -ADHERING MEMBRANE STEP 02 FLASHING WR6 LAYER P, STUCCO WRAP — W.RB LAYER 2, FORTIFIBER -- BUILDII,G PAPER METAL LATH SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' 5ELF-ADHERING MEMBRANE \ � R.ASI-IING OVER APPROVED INSTALL FASTENERS (CLIPS,--- - ,, A I HOUSE WRAP. STRAPS, STAPLES) AS _ » FLASHING TO EXTEND ONTO PIPE REQUIRED TO SECURE 4'x4'SELF-ADHERING MEMBRANE PIPE/ WIRE TO FRAMING-_, _ FLASHING OVER APPROVED HOUSE WRAP. - FL49HING TO EXTEND ONTO PIPE r Ii. CONT. BEAD OF SEALANT d �--< 1------------- INSTALL APPROVED HOUSEWRAP AIR - / INFILTRATION BARRIER OVER \ SHEATHING -"'— ELASTOMERIC COATING OVER STUCCO/ / C.v. FINISH (SEE TYP WALL SECTION) N.T.S. SECTION PER SECTION ET03 7 E# nor lathihR and lasp taring Ex�nor use of portiand cement plaster shall wmply with the application requirements of ASTM C 926-18b. Insbllatlon of exterior lathing and framing shall wmply with ASTM C 1063-198, III or ASTM 1787. NETfR4TION DET,41L CF LEGEND DR,4INAC5E PLANE CUJRB LA-�'ER #1, STUCCO WR,4fi UJRB L,4T'ER #2 (FORTIFIBER - - - - - - 5UILDING PAPER) METAL LATH x—x—x x UJOOD OR 7/1roll ZIP UJALL - SHEATHING; SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATI-I TO PE PER SECTION R703.7.1 / ASTM C1003-20188, 111N. 2.5 LBS. fi ER 50, WARD CUTILIT-�' 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 F W y V W Y R O siT333DIV. & I.OT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEL' 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS N.160 MPH EXP. C NO DATE: 02/19/24 SCALE: 1/4"=1'-0° SHEET64. A/./_��_� 1 I l BACKER ROD BACKER ROD WRB LAYER'S, STUCCO WRAP (� DRYER VENT (FRAME) L E G E N ')" DRAINAGE F`LANE (UJRB LAYER *'I, STUCCO WRAF ) WRB LAYER #2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR "Mro" ZIP WALL 17 7�-1,- SHEATHING - SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION fR703.7.1 / ASTM CIO&3-20185, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREt-IANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT w TOP 4 SIDES (@ DRYER VENT (BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALLI C " SELF ADHESIVE — FLASHING (INSTALL PER MANUF, SPECS.) BUILDING PAPER UNDER 'QUIOK FLA5H' VENT PENETRATION ri SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 I COAT OF PAINT LU/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION . METER FIELD 'Y LOCATION Y STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO ESE FILLED WITH RIGID POLYMERIC I50CY4NOTE-POLY5LEND FOAM DR SIMILAR) APPLY A 51LICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES `—PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COf"f80 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAF FOR BOX INSTALLATION UURB LAYER "I, STUCCO WRAP WOOD 5HEATHIN6 APPROVED HOU5EWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT-PROvIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 3 t WOOD SHEATHING WRB LAYER'S, stucco WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER METAL LATH WOOD '�T/8' TEXTURED CONSTRUCTION f —FINISH m WOOD �.. FASTEN TO WOOD STRUCTURAL MEMBER m I' O.G. MAX S' CMU l 1, Ye° TO V MID -WALL WEEP SCREED 6' WIDE STRIP SELF ---------- ADHESIVE FLASHING, CLEAN MASONRY BEFORE AF'PLYItY TEXTURED - FINISH m MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER "I, STUCCO WRAF CUT 'X' INTO / SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING — MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 'S STEP #2 WRB LAYER "I, 5TUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 02, FORTIFIBER BUILDING: PAPER STEP #4 STP #5 STEP OELECTRICAL RECEPTACLE ASTOMERIC )ATING OVER UCCO/ C.V. FIN15H EE TYPICAL WALL CTION) TAL LATH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 w h � a g Y � r .awi� pqW w q o 0 0 ti o sUBDIV. & LOT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C L F G DRAINAGE PLANE (WRB LAYER #l, STUCCO WRAP) UURB LATER *2 (FORTIFIBER — — — — — BUILDING PAPER) P'IETAL LATH X-X-XX STUCCO WOOD OR -1/1ro" ZIP WALL , ,,, SHE,4THING SELF-ADHESIVE FLASHING NOTE, 1-IE74L LATH: LATH TO BE PER SECTION R-103.7-1 / ASTI" C1063-20185, MIN, 2.5 LBS. PER SCE. YARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFI(--ATIONS) 1/2" CORNER BEAD (FASTENER 4 &PAGING a T" O.G.) - cMu 1/2' THICK, 2 COAT CEMENT _ - PLASTER APPLIED DIRECTLY TO MASONRY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.GOm AA #: 0003325 F $ a x4 SUBDIV. & M-7-111 ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181, 003-29012 MODEL- 4EBB 111828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (UJRB LAYER "l, STUCCO WRAP) ORS LAYER 02 (FORTIFIBER — — — — 5LI LDING PAPER) METAL LATH x—x—x—x STUCCO --- -, WOOD OR -1/1&" ZIP WALL SIHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION RT03.7.1 / ASTM C1063-20188, MIN. 2.5 LBB. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD GON5TRUGTION \ r- BETOND V WOOD SHEATHING WEATHER RE515TIvE BARRIER P1 WEATHER RESISTIVE BARRIER 2 // \ 9%, X'I Yy' LAP SIDING � � � W/&' REVEAL � 6' SELF-ADHERIW- 6' SELF -ADHERING C < FLASHING -� FLA5HfW, \ I WEATHER RESISTIVE BARRIER M / \ \ WEATHER RESISTIVE 5TARTER 57RIP \ / BARRIER 2 CAUL OR I\ I \\ ov 6' BELNG DHERING Do NOT GALV'D METAL GALV'D METAL _- I- 'Z' FLA5HING "Z' FLASWING p0 NOT CAULK OR I Y' X &' SIMULATED _ _ SEAL OPENING WOOD TRIM MEMBER - STUCCOCASING i - I Y.' X 6' SIMULATED WOOD TRIM MEMBER 4 SEAL GAP W/CAULKING / OR APPROVED SEALANT �'-- STUCCO CASING BEAD SIDING TO STUCCO (4) BLOCK TO FRAME TRANSITION �� ,�71 WOOD CCNSTRUCTION _ BEYOND WOOD SHEATHING WEATHER RES1571 VE BARRIER 9 WEATHER RESISTIVE BARRIER 2 // \ 6' RE AL SIDING _ \ 6' SELF -ADHERING BOARD 4 BATTEN / i I. FLASHING 6' SELF -ADHERING WEATHER RESISTIVE FLASHING �', 114RRIER'I STARTER STRIP / \ \ WEATHER RESISTIVE \ \ BARRIER 2 DO NOT CAULK GR i i \� e/ C' 5ELF-ADHERING SEAL OPENING I _ FLA5HING \ GALV'D METAL GALV'D METAL FLASHI'Z' FLASHING NG _ --- DO NOT CAULK OR HARDIE TRIM PER ( -- SEAL OPENING ELEVATION r STUCCO CA5ING x" / I ? \ BEAD - ELE'/ IE TRIM PER LEV4TION \ SEAL GAP W/CAULKING / OR APPROVED SEALANT �'- 5TUGCO CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION L441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y Q c o � � o 0 o a o ti 9 C a ,mom„ C � z m o 9UBDIV. 6e I.oT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEL' 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C NO D AW 02/19/24 SCALE: 1 /4"=1, - 0" SFIEEET �� gyp@, r1 V 1 � 4 AVAILABLE SIZES MOUNTING CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY 4", E-AND 10- ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHOWN IN 4" GALVANIZED USING 1-- NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE PREPARATION OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF RECOMMENDED IN SEVERE WEATHE R COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE CONSTRUCTONZONES. CHART SHOWN, IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENTOPENING IN ACCOROANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS UrHEN CUTTING THE OPENING IN THE ROOF. FITTING REMOVE INTERFERING SHINGLE NAILS AROUND THE OF THETE VENT L THE FLAT TO THE THAT SHE THING FLANGE 1 OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOPAND SIDE FI-ANGESOFTHEVENTUP AND SHINGLE SAlLOCITHOTTOMVENTFLANGESTOLAON " THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL TEMPORARILY FOLD -UP I SECOIIS GUT HOUSEWRAP HI (O TUCK FLAP UND AT 45- AN.^. LE at HEAD 135' MODIFIED -I- CUT I.}T N HOUSEWRAP LINE OF WINI I t . OPENING FOLD � \I IN AT JAMBEAMB& I APPROVED HIIMRAP OVER 91HEATILING OVER WO STUD WALL SLOPE 51LL R 1 STEP I INSTALL V SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING V BELOW 51LL FLEXIBLE FLA54NG DO NOT 5EAL BOTTOM FIN STEP 6 PLUMBING VENT DETAILS SCALE: NITS ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EWES. (CAP NAILS. STAPLES) INSTALL DUPONT \ FLEXWRAP A9 THE FLASHING AT THE SILL STEP 3 1PPLY h' ;GNTINUGJ: � 5EALAN AMB9 AND LPPLY TO III NAI LANCE IN qRE-PUNC4 TOLES OR INSTALL b' WIDE ADHESIVE BACKED FLEXIBLE FLASHIN MATERIAL OVER DRIP CAP INSTALL 6' FOLD HOU9EWRAP JOINT(FROTECTO-WRAP SELF -ADHERING Wes' I TAPE 87-20XL or EOUIV) FLASHING OVER DIAGONAL CUT FLAB HEAD ACROSS HEAD OF _ FLASHING (WITH END WINDOW DAMS) NAILING *T. FLANGE "-s... •.: -. \ EXTEND f �' *5SELF-ADHI 1 \ \ \\II FLASHING I- MIN F A5PINDGJAMB I 1 '� \ I j, MIN I INSTALL VINYL DRIP GAP A� \ I 1 ' �'II STEP 7 STEP 8 � WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NT5 -APPLY MEMBRANE FLASHNG DVER JOINT VALLEY CENTERLINE SB-wDEVALLEY FLASHING NOFASTNERSWITHIN SOA'OR HEAVIER FELT a" OF CENTERLINE EXTRA FASTNERE IN END OF SHINGLE UNDERLAYMENT -\ EXTEND END SHINGLE ASPHPLT I AT LEASTI2"BEYOND ROOFING VALLEY CENTERLINE CEMENT CLIPPED OFF C i CANER AT 45 DEGREES C ' - SHINGLES TRIMMED 2"BACK FROM VALLEY CENTERLINE--_-�-- -= -'-—�--=-" J ITT 5 THE CONTACTORS RFSFON5IBILTY TO VERIFY ROOF VALLEY DETAIL THE COI'IPP, E ITY OF ALL FRODIIGTS INCLUDING THE CORAP, SEALANTS t SELF -ADHERING SCALE: NT9 FLASHING MATERIALS USED DURING CONSTRUCTION. III 2. INSTALL ALL MATERIALS PER MANUFACT11RER5 WRITTEN SPECIFICATIONS WARNING: SEA ANTE MAY REACT ADVERSELY IF NOT COMPATIBLE.J NOTE:. CLEAN AND 5EAL JAMB 70 SILL JOINTS WITH DOW In'B FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK TN-...�I REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE I,. WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH J� SEALANT APPLY 051 H2u (O EOUAL)SEALANT- UNDOWI JOINT. FLUID APPLIED FLASHING (LANDO WHITE -SEAL RC-84 OR EQUAL). SLOPE SILL TO EX I,NOTE : ---- _-- I. IT IS THE CONTACTORS RESFONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 SELF -ADHERING FLASHING MATERIALS U5ED DURING CONSTRUCTION. III2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE IN5TALLEO IN ACCORDANCE WITH I" I.ANUFACTURR'9 EINSTALLATION INSTRUCTION5 AND APPROVED METHOD LI OF FBC R703A 1.1 IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S INSTALLATION AND FLA5HIN.a IN57RICTIONS. WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE, WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W y � D' ti o C, C, n o C C C 0 z � 0 sUHDIV. & LOT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C x �a 1/5' TEXTURED FINISH eWOOD, 1/2' TEXTURED x ----- — 2x& SUB -BAND FIN15H e CMU � , x x x x V W/I "x4" NOTCH METAL LATH x x x x x END, WRAPPED IN METAL FASCIA WRAF �; x x x, x x x {x PEEL STICK f ORODU814EATHING I 1; X x x x x U1R5 LAYER -1, j DRIP EDGE IA\ }- I I \ - STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WR5 LAYER -2, FORTIFI5ER x x x x x x x x x x x x x x a 7/5" TEXTURED '7 — s BUILDING PAPER -� (FRAME ONLY) x x x x x x x x x x x x �. FRAME OR CMU FINISH WOOD 2x6 sue SAND x x x x x- r x x �/ FELT PAPER 1 I/2" TEXTURED Nq ROOFING CEMENT . x x x x x x x x x x FINISH 1@ CMU x x x. x x x x x x x DRIFEDGE �/ DRIP EDGE METAL FASCIA �I WRAP Ya" FROM ®�� METAL KICK OUT x x x x x x (REFERENCE POINT ONLY, FOR WALL OFF STUCCO, I" FROM SET OF COMPONENTS) _ WOOD WALL EXTERIOR WALL �� METAL FLASHING, WRAPPED (FRAME OR CMU) MIN. Ya" ABOVE BOTTOM OF DRIP EDGE NOTE: NOTCH FOR 2X(o �\ SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/2"x4" NOTCH e \ ' END, WRAPPED IN ROOF DECK (BEYOND) A =, � PEEL &STICK ROOF CEMENT 'a �\ DRIP EDGE, 1" OF F WALL EDGE "_Jt ' ' T - NOT INTO STUCCO) ROOF OMITTED FOR j" \ jT/S" TEXTURED FINISH CLARITY uxruRED SUB BAND DETAIL @) WALL INOD,h/2ISHC 2x6 SUB -BAND W/I"x4" NOTCH END, WRAPPED IN PEEL 4 STICK �I ®ELEVATIOIV METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" ��• OFF WOOD WALL g f=L,4N A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - O" SCABBED TO TRUSS W/126 NAILS 6"-5" O.C. MAX. 2x SUB -SAND W42"x4" NOTCH -s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL W/KICK— OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL g STICK ROOF CEMENT ID ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou pxom ` AA #: 0003325 W o a 15 a4 a 6 C C N c ABBOTT PARK LOT #29 BLK: I PHASE: 3 PROJECT# 04181.003-29012 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C 22'-2" 3 4"-^ 36'-2" T-6" TOFpF ,. ---- — _ _ — — FM-12X16 — — — — 1 — — — — FM-12X20— 4" CONC. m N SLAB 3 1 /2" F-24X24 i 6'-2" — ' 10 1.1 / ELI i �� I - z — FM-12X20 EXTEND _ 1 _. ,. SLAB 1 1/2" / U _ 0101, TOP OF SLAB 19'-0" 4" PVC I O d CHASE�i _ r ire I_ II of - N 19 I �I I I- r� I T--- b TE1 J 5 1/2" - 4 I 2 1 T 8" 8 L S 3, 0" - - I 17 I I w QI a � _ IN EXTEND SLAB 1 1/2 2 I- CONC. LLI FM-12X20 SLAB wa w -3 1/2„ 1/2" FM-12X20 _— • I I I• I �l I 10' 2" 2' 8" I 14, 0" 4'-4" 39'_8" o�-7 1/2" �. FM-12X20 FMC-12X20� 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 +4-0", 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.DINDICATES #5 BAR, OINDICATES #6 BAR,■INDICATES #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", #6 =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 ESE. 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 402/602-16, 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 j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE: i. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB THICKNESS R. REMARKS EINF 6x6 W l Ax W 1.4 OVER GENERAL 31/7 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE CORNER BARS, SAME E QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. PROVIDE CO SIZE —_ MARK {- WIDTH LENGTH THICKNESS, BOTTOM REINF., TOP REINF. TOE__ SHORT LONG TE-1 8" SEE PLAN 10" - (2) #5's FM-12x16 12" CONTINUOUS 16"#5's - (+)0 0" FM-12X20 12' CONTINUOUS 20" FMC-12x20 12 CONTINUOUS 20" - (2)#5's - VARIES F-24x24 24" 24" 12" TF-12X12 12" CONTINUOUS 12" (1)#5's ()0'-4 V2" FOUNDATION PLAN SCALE: 1/4" = 1'-0" SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abde lgngroup.com AA #: 0003325 W ti K w _ 4 F C C Cy C C m 0 p O 0 SUBDIV. & LOT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROTECT* 04181.003-29012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C j f LAN �A. A'o CRA RNO93 2 00 PRINT 02/19 24 DATE: / SCALE: 1 /4"=1' - O" SYIEET S t 30" MIN. EACH WAY ,.'. . -_ ---- ----- MONOLITHIC FOOTING Ti -- -- STEEL REINFORCING IN GROUTED F, —= - f STEEL REINFORCING IN GROUTED ' -' CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ �'- CELL SEE PLAN FOR SIZE AND _ SPACING REQUIREMENTS ��_� " _ o OOR GARAGED R RECESS - w q — FM o i I--- -- - - 8"CMU WALL oN - ,',� -- 8' CMU WALL z - CORNER BARS, SAME SIZE AS LARGER BAR „ / IN FOUNDATION WITH 30 LEG EACH �' E I WAY AT ALL CHANGES IN DIRECTIONS 7 w� yQ % 00'H_ __ � - +00" P SO THAT THE STEEL REINF. IS CONTINUOUS \ '� �\ OF — TOP MATCH AMOUNT OF CONTINUOUS BARS _ C URB FOR TOP SLAB , _--- } `� - o E �, ` MASONRY `-SEE `l ' (-) VARIES _ __ -- CONTINUOUS STEEL MONOLITHIC UNITS SET AT ELEV. SLAB SCHEDULE BAR SIZE 48 BAR DIA. _ -SEE SLAB SCHEDULE TOP OF GARAGE�/ FOOTING REINFORCEMENT SEE SCHEDULE ' �-�" EXL PORCH SLAB `4" CHAMFER (1-STORY) ( ' 0 0 ' W/ 1/2" ISOLATION - 6" CHAMFER (2-STORY) #3 18' EXT. PORCH SLAB j '-4" CHAMFER (1-STORY) W/ 1/2" ISOLATION �a 6" WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING JOINT (WHERE z • • #q 2p APPLICABLE) _---- - SEE SCHEDULE 30„ CHAMFER (2-STORY) JOINT (WHERE • • .----- SEE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST FOR WAD, BAR SIZE APPLICABLE) FOR MD, BAR SIZE NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO AND BAR QUANTITY #6 N AND BAR QUANTITY #7 4242" _ MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIORMONO-FOOTING�2�EXTERIOR MONO -FOOTING CORNER BARS DETAIL DOOR OPENING 3 4 ARAG @ GE D SCALE .34-,-D SCALE:3/a„=r-o' 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING �- PROVIDE BLOCKING WALL W/ SYP \ WALL W/SYP No 2 STUDS SEE ti< NEW REINF_ BAR No 2 STUDS SEE PLANS FOR \ PLANS FOR SPACING_ SINGLE > N SECURED W/ 2- PART -SECURE BIT PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE BTM. PLATE TO SEPT CAPPED o a j g EPDXY. MIN. EMBED 1/ WEDGE ANCHOR W/ 2' TO 8E PT. PROVIDE DBL. TOP PROVIDE DEL. TOP PLATE -- SECURE BT. PLATE TO —2 j 8", UNO ASH PLATE WASHER SET IN HIGH STRENGTH SLAB W/1 Otl MASONRY GALVANIZED PIPE D a FOLLOW ALL MANF. MPAOXXY 5-1/2" EMBED. MIN. @ 16" OC NAIL 12" O/C STAGGERED. W/FLANGE BASE SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 ADDITIONAL METAL To USE AND #' BTM AND TOP PLATE CONNECTORS NOT i PREPARATION OF HOLE. ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL REQUIRED WHEN NO UPLIFT IS PRESENT. M" HOLES, DO NOT USE 10d m w y --- SECURE FLANGE TO -' x 3" -SEE SLAB SCHEDULE w -SEE SLAB SCHEDULE i SLAB W/(4) 1/4" X 2 1/4" / TAPCONS °s o'�QO I STOP OF SLAB " 0 TOP OF SLAB T\ `--4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) Eq. Eq. l- SEE SCHEDULE �_.EQ EQ SEESCHEDULE ' FOR MD, BAR SIZE AND BAR QUANTITY , FOR W0, BAR SIZE AND BAR QUANTITY ADDING BAR TO -' �� BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL (NO UPLIFT) - _ - (1) #5 REBAR VERTICALLY W/ CONC. m POURED CELL ..,.— 81,CMU -I mj 1 - #4 REBAR @24" 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 WALL W/ SYP No 2 STUDS SEE k " PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO BTM. PLATE TO BE PT. SLAB W/10d MASONRY NAIL ' Q PROVIDE DBL. TOP PLATE 12" O/C STAGGERED. _ f r _ 4" GONG, REINF. W/ w , 6"x6" #10 WWM ON ryl JON ADDITIONAL TA DT ME L o m - _ 6-MIL POLY ETHYLENE CONNECTORS NOT REQUIRED WHEN NO IS PRESENT. nz -----__---- 8"CMU WALL + a"8"CMU -POURED LINTEL CONT. TYP ( ) FILLED CELL (TYP.) , .1,-0,VAPOR BARRIER D � a ;'� _ - WELL COMPACTEDUPLIFT JI_CLEAN FILL TERMITE �TREATMENT TOP OF S AB 2XWALL FRAMING SHALL BE BORA-CARE SEE SLAB SCHEDULE 1/2' DIA SIMPSON STB2 BOLTS 5"VSEE I SLAB SCHEDULE MINIMUM EMBEDMENT INTO, - (2) CONT. #4 REBAR .�+ 0 0'\ TOP OF SLAB .� -' i - ISOLATED COLUMN PAD CENTERED UNDER WALL AND GROUTED CELL, 4" FROM ENDS AND 16'' O C. VERTICALLY MAX f (2) #5 REBAR ON CHAIRS l POURED MONOLITHICALLY WITH � -- • •�� -' • Z '_-- FOUNDATION AND SLAB------ --I ",.. — a SEE SCHEDULE / 2,000 PST VIRGIN SOIL OR 95% 12" MIN. DEPTH INTO COMPACTED SOIL SEE SCHEDULE / - � FOR WAD, BARS VIRGIN OR ENGINEERED SOIL j FOR BAR BAR SIZE - -- �' AND BAR QUANTITY AND BAR QUANTITY I i m SLAB HEIGHT LESS THAN 3'$" PER PLAN EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO EXTERIOR MONO DEEP - INTERIOR FOUNDATION WOOD WALL //////__\\\COMBINED FOOTING AND COL. PAD BLOCK WAL L CONNECTION FOOTING W/ BLOCK WALL n J SCALE'3/4"-1'-0" ^„ - (NO UPLIFT) SCALE:3/4"=1'-0"SCALE.3/4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h h � W o Q � Q u o s O Q p Q po p Q pop Q pop Q 6 I Pk @ 9 - 9 9'd I I I I O SUHDIV. & LOT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT* 04181.003-29012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 251-101, DOWEL PLAN SCALE: 1/4" = 1'-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774, 4078 www.abdesigngroup.com AA #: 0003325 E w o O p aq' Q w o Q a 0 aQ aZ 1 0 0 a v ti m O sUDDIV & MT- ABBOTT PARK LOT #29 BLK 1 PHASE: 3 PROJECT# 04181.003- 29012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C ggg 6 6/ A.ABO CRA AR NO 93 DATE: 02/19/24 LS E: 1/4"=l'-0" T 1 < 2 ---- TIE VERTICAL REBAR / TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. s --CLEAN OUT REQUIRED / FOR INSPECTION T - --- 0'-0" FIN. FUR. TIEVERTICALREBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" o #4 24" #5 30, #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING ' I SCALE: 3/4"=T-0" - ,- STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND -� I SPACING REQUIREMENTSIn I 8" CMU WALL -, m eE 0,_0' n I TOP OF SLAB -• , �, TOP OF SLAB SEE SLAB SCHEDULE �� z BAR SIZE 46 BAR DIA. o ' EXT. PORCH SLAB- �4"CHAMFER (I -STORY o a W/ 1/2" ISOLATION � - 6" CHAMFER (2-STORY) #3 18" a JOINT (WHERE r • •� _� - #4 24" V-+- `I a a a APPLICABLE) � z _ — �-MATCH STEEL 6" PVC CHASES N REINFORCEMENT PER SCHEDULE 36 �- 8" PVC CHASE THRU FOOTING THRU FOOTING----�-- �- MATCH STEEL -- REINFORCEMENT SEE SCHEDULE FOR w D, BAR SIZE PER SCHEDULE QUANTITY ANDBAR PVC CHASE THRU FOOTING 4 #5 BARS 8" — m -1 4, a o I • x 1 qwCMU UNIT DIMENSIONS ARE NOMINAL SIZES `� MASONRY SYMBOLS SCALE: 31A"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,a bdesigngrou p.com AA #: 0003325 F: W � Q Y,- 6 qcl cl pQ 4 pp R p a p W¢ 9 9 IN 9 ti m O olill SU13DIV & LOT- ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT+,/ 04181.003-29012 moDEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT 1 PAGE: DETAILS 160 MPH EXP. C P 1 Al A ABQQUCHf+CRA AR NO 1 n DAATE:TE: 02/19/24 SCALE: 1 /4"= l' - 0" SHEET S1.2A 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 WI (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HI OA OR LGT2 W/ 1 Od 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 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.O_B. = TOP OF BEAM / 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, FE.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Psi) W'W REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES � 8F16-iT/OM/OB 8F16-1T/OM/OB SF161T/OM/OB a To GT UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-C", UNO, 8RF14- iT/OM/OB 5'-4„ GT 1T/OM/0B E SF16-1T/OM/06 s _ e X 81`16 MIN .-lT/OM/l B 7' 4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAID SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F W W _ ya r a m w � w o a a a a v A 3ulgDIv. & I.OT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROTECT{] 04181.003-29012 M033EL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C - #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM - - l VERTICAL REBAR W/ 10" HOOK - - — — so "TYPICAL ---� #5 BAR IN BOND BEAM - CORNER 1 REINFORCING OF BOND BEAM SCALE' 3/4"-t' 0" NOTES TO THE INSPECTOR/CONTRACTOR TYP B'xB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP &,11 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 -- ---1#5 j REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / n �. 0 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEER e r PgS�FERE Bx16 DBL BOND BAR fR BEAM W/ (1) #5 _ BOND BEAM EACH COURSE ,TOP OF _ / \ - \ �_ p 8x8 BOND BEAM - _-. - TOP OF • Ec"N� W/(1)#5BAR BONDBEAM F = FILLED Wl GROUT �_ -_ t`'% U = UNFILLED GROUT SOLID FROM ------ - - TOP BOND _ OF OPENING NOMINAL BEAMLINTEF FILLED LINTEL. WIDTH I # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. �_ % j BEAM COURSE SEE NOTE 5 \ 05 �1y60 , 16-1 T/ 1 W9 B LINTEL W/ BAR LOCATED PER -- NOMINAL - re�gti \ BEAM SCHEDULE MASONRY e HEIGHT # of #ss, TQP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE BEAM DESIGNATION THAT XFXX- IT/ iMICE INDICATES A DOUBLE BONG BEAM#OF #5'S, BOTTOM AND XFXX-1T70M/OB INDICATES A SINGLE BONG BEAM PLACED IN LINTEL - IT IS THIS ENGINEER'S INTENT _ AND XUXX-iT/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED --- TOP, LINTEL OF OPENING AND XUXX 1T/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK MIN HEAD WINDOW — -� SIZE0.145 0 MIN EMBEDMENT 1 \ ~ 1/4") 8' FROM EACH END AND \ 18'' O.C. MAX. MIN 1-1/4" \ _ I3 EMBEDMENT 2.6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST -- 114," - OR DRIVE PIN (MIN SHANK WINDOW _ SIZE. 145 MIN HEAD SIZE .300 SILL - MIN EMBEDMENT t 114") 8- SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" -- -- EMBEDMENT ._.. _ 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING--- 1/4') B" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4' �I MIN. 2-12d PER BILK . EA. END EMBEDMENT II L '7/16" TYPICAL MASONRY WINDOW OSB SHEATHING —CMU WALL N � SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 1— SINGLE #5 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO ` STEEL REINF. OF FILLED CELL 8OND. BEAM \ PROVIDE 45 BAR AT EACH SIDE STEEL REINF OF OF ELEVATION BOND. BEAM --�' "�- -- -- CHANGE CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3/4"=T0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA k:.003325 F W y � r a m o @ o g W 4 aQ a o a a � p a 0 e m y�y 0_ Y � C svaarv. aLOT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEM 4EBB 1828- CALI" GARAGE SWING: RIGHT PAGE: DETAILS %160 UH EXP. C "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 BUB 818-OB 16-iT/08 20-1T/08 24-1T/08 /28-1T/OB 32-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 88-1T 8/161T 820.1T 8/241T 8/28-1T 6/32-1T 6/8-18 16-lT/1B 12O-lT/16 /24-lT/1B /28-lT/1B 32-lT/1B a/6-2T 8116-2T 8/20-2T 8/24-2T 8128-2T 8/32-2T T-6" PRECAST 1436 952 3114 4217 5321 6426 7531 1 3'-6" PRECAST 689 1024 T-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'4" 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 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 54" 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 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 5061 6'-6" PRECAST 41D 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 8825 835 1868 2329 2790 3251 3712 T-6" PRECAST 570 938 zzos zssa N65485776 36es T-6" PRECAST 303 534 T-6" PRECAST71s soo a1 lasz 17a3 2025 9382493408 449e 4864 6472 727 1624 2025 2426 2827 3228 9' 4" PRECAST 4Y8 633 1593 2204 2481 2621 9' 4" PRECAST 192 384 9'-4" PRECAST639 454 586 767 948 1129 1310 1674 2298 3081 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 3gg 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 1 V-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 383 388 476 587 698 7a3 507 1210 1596 2048 2586 3171 440 940 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 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 16-4" 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 1T-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 tsz zss 3aa a3o 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 1a2 z1s 3oa 361 a5a sz7 180 598 833 1038 1168 1468 142 373 537L 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22.-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 zzs zao 356 428 497 165 550 7a4 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 17a 245 3oz 3sD 4t8 - 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, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325, F W y d U V 7. o 3U133DIV. 8c LOT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181,003— 29012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH XP. 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 WI (8) 1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od 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. T 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 Q 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 Y-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/ A 2x6 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 M TOP OF WALL. CJ1 NEJ7ATTACH 4'-0" LONG 2x SCAB TOIt itCJ5u u I II TRUSS W/1Od NAILS @6"O.C. II II =_= (4" FROM EA. END) O U 0 PRE -FABRICATED ROOF TRUSSES Q 2,V O.G. MAX. 0 0 0 0 I I U o I b � 1A zU=-= L- 0: o - U---_�__-- w —Al2 3.1 \ A10 1� A1Al_T T-22"x54" I ACCESS I o I I I A311 FRAMING PLAN SCALE: 114" = l'-O" CJ1 CJ� CJ5 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.abdesigngroupxom AA #: 0003325 F W y a 4 m o o � S � a 1�Y LLw1 ppg ti o co p, o 0 0= 0 O 8 8 0 sU39DIV. & LOT: 74 ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT* 04181.003-29012 MODEL- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C A HfT A OF O 'A CC ; � !, �A O A AR NO 93� PRINT 02 19 24 DATE: / / SCALE: 1 /4"= l' - O" SHEET S3 F—I ENGINEERED WOOD TRUSSES----- - PLYWOOD SHEATHING, SEE @ 24' O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON ' PLYWOOD SHEATHING, SEE (9) tOd x 1 g NAILS TO TRUSS (1) SIMPSON HETA16 - '� HTSM20 W/1010d TO B-(2) SIMPSO N HETA16 TRUSS ANCHOR WITH � TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 21/4 SHEATHING SHEATHING (12) 18d x 1 j" NAILS TO TRUSS (9) 10d x 1 �' NAILS TO 6', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE, VERTICAL GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL '- APPLICATION OR WRAPS OVER MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON i NOTE: APT SYP it22" x 4", (16) tOd x 3 a NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT `., '''' ACCOMMODATE GIRDER "'� TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON OPPOSITE FACES OF ',, �— PRE -LNG TRUSS / III (7) 1/4" z2-1/4"TITEN SCREWS TO CMU. W/ 10d NAILS, 2ROWS, 3" CONNECTOR �� BLOCK WALL 10d (2} SIMPSON HETA16 TRUSS ANCHORS O/C TO FACILITATE ONE \ V ) 1/4 114 AND (HORS )) WITH (12) 16d x 3,'t" NAILS TO GIRDER. ADDITIONAL PLY MAX. TO --'— A-(i) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TT EN 2 ANCUSS TO �i -- CONTINUOUS BOND BEAM ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. %_ _.� WITH (4) J" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL 1x2, 2x WOOD FASCIA— �" x 2' TO GIRDER SEE ARCHITECTURAL - - - B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 2x SECURED W/(3) 16d -_- — ENGINEERED WOOD (2)" z 5" TITEN HD TO CMU AND (18) SDS �" x GALV. COMMON NAILS. _ TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d - SUBMIT SHOP DRAWINGS tx2, 2x WOOD FASCIA J SEE ARCHITECTURAL / 3" TO GIRDER GALV_ COMMON NAILS - FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C - AND APPROVAL GALV. COMMON NAILS (2) J" x 5'TITEN HD TO CMU AND (18) SDS x 3" tx2 SECURED W/ 10d 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 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L: 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2COVER & 2" APART C ALLOWABLE UPLIFT = U'.2705 LBS (2 PLY) C ALLOWABLE UPLIFT =8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ EMBEDDED TRUSS ANCHOR MISPLACED E ROOF GIRDER CONNECTOR(S) SCALE 3"'="°' 2a 2b 2cPIC GIRDERLCONNECTOR(S) 3/4'' T 8 G SUBFLOOR GLUED AND _ SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. --- 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA TRUSSES WHERE — LSTA12 20 GAUGE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W/ 10dx1/2 HDG NAILS COVER 5 TRUSSES) \ 4'-0' O.C. (AT SHEATHING % PER ELEVp.IlOIJ —_ ' @ EACH END. TOTAL OF 10 ; 0-0" TO 30'-0" (1) "X" BRACE SEAMS) FLOOR f 30-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6-0' MAX (Wn X4) (1) "X" BRACE @ CENTER TO BILK W/ 1/2' DIA. OR 10'-0-MAX (Wr 4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" -------,�- FROM CENTER TO END. WASHER SET IN HIGH NN1x4 2x WOOD FASCIA, STRENGTH EPDXY 6" PER ELEVATION ___-llI DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32"OC - PRE-ENG FLOOR TRUSS __ __ BTM. CHORD / PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 - 5/8" GYPSUM BOARD OR 12" HIGH U BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTHCLG. BOARD �' u 0. PLAN FOR LOCATION MAY NOT BE STIFFBACK AS PER�� ( O.C. MAX -- SECURE TRUSS TO TOP PLATE w/ (2) N REQUIRED TRUSS ENG) --CONT. 2x4 SECURED W/ 16d TOENAILS TRUSS \ - / TO BE INSTALLED @ E — HTT4 W/5/8" A.B. WITH BTM. CHORD OF - . _ 1U-0" O_CMAX \ -- 2x4 WOOD BEARING WALL W/l SYP 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO -- PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL .. MIN. 7"EMBEDMENT i TO SLAB & (18) 16d x 2-1/2" NAILS TO POST. �' ON SLAB POST TO SIT DIRECTLY ., I � T� WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. _ / / 12" O/C STAGGEREDV.�� VwV�V ADDITIONAL METAL 1/2' GYP. WL. BD. 1x4 BTM. CHORD BRACING 6-0" O/C --- END WALL OR OTHER CONNECTORS NOT MAX., OR 2x4 T. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO _ • ! • • -_ 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYR. BTM. CHORD BRACING BLOCK WALL W/ GABLE END v / r,__'�GIRDER/WOOD POST CONNECTIONS SCALE:3/4"=1'-0" PRE-ENG'D TRUSS SCALE:3/4"=T-0" FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE SCALE 3/'"="0" (NO UPLIFT) NOTCH DEPTH1/4-D ° USED SO LONG AS THEY CONFORM TO THE HOLE EDGE>5/8' -.—HOLE DIAMETER FOLLOWING <2/5'D SGL STUD OUTER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN OA) 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 VVV{ROOF q 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 a FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES HOLE DIAMETER < 3/51D DBL. STUD STUD NOTCHING ��ALTERNATE MATERIALS 8 AND BORING LIMITS SCALE: 1 1YY'=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdes i gngrou pxom AA #: 0003325, F W y d Fd x W � a Q o Q� o§ o�a aSQ� 4� 0 kd z ro O sUBDIv. & MT• ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 MODEL' 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH JXP. C NAIL SHEATHING TO LADDER - ------ VTCR OR MTS-12 SPACING (1)AT- EDGE PER SCHEDULE 2X4 CONT LADDER EDGE VTCR OR MTS-12 ;,.. EACH END AND 6-0 O.C. MAX. \ 2X4 LADDER AT 16"O/C � � W/(2) 16d NAILS 8" O/C TO -. \ _ TOP CHORD OF TRUSS' (2) 2X4 No 2 SYP DIAL ' / ) BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO 1 { IhiUt COVER 5 TRUSSES) I 0' 0" TO 30'-0" (1) "X" BRACE 2x SUB -BAND 30-1" TO 60' 0 (3) X' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE ®CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL UPRIGHTS OVER 4 10" HIGH--,- FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE —_ AI� _ , r� d "ROOF/WALL/FLOOR SHEATHING __ --- — - --\� I FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. i SIDE VIEW 1x2, 2x WOOD FASCIA — - CONNECTION PER �� \� SEE ARCHITECTURAL ;� TRUSS MFG. 2x SECURED W/ (3) 16d LENGfNEERED WOOD GALV. COMMON NAILS. - TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d - SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 214 RAT RUN — 12'O/C _ ANDAPPR°VAL SECURED W'(2)'2d's@ PRE-ENGINEERED MASONRY BOND BEAM -..- 'EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � scALe.NTs. W/ HIP RETURN S°ALE13'4"="°" PRE-ENG GABLE TRUSS-- - ---- - 2x4 BLOCKING BETWEEN TRUSSES ----- -- AT FIRST TWO BAYS 4'-0" O.C. (AT 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 2x6 PT. PLATE TO BLK- --I - ..� W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" CCMAX. 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 n GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroupxo m AA #: 0003325 F W Q M - y e � w O 0 a cl a4 C, a C, a p � e = @ e e a m 4 SUBDIV. & LOT: ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003-29012 mor)ET- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C f" t ',_ A. AB CRA AR NO 93 PRINT 02 19 24 DATE: / / SCALE: 1 /4"= l' - O" SHEET S3. I B �i: � t�t�t�t�tl ! t1► t♦tit♦t�t�t�t�t��Lt�t♦t♦tit♦t�t�t�tgit♦t�t�t� fit♦ ♦t1 �t♦t�t� O♦t�t1 1t1t1t1 ��/1t♦tlt�t/t♦t�71�p1t�tlt/t♦t1t1t♦�t♦t1t1t♦ � ♦ � �t� � ♦t1t ♦ ♦ tt�t �ttt ♦ tt�t tt� �'It �tt� tt� Ott 1 Y 1 t i t 1 1/ �•••• • • • • f • � •01 t t l 1 1 t i r 1 t � • • • • ♦ • • • , • 1 1'1`1 i i V 1 t 1• ♦ / 1 • • • • • • 1'i • • •`• 1 ♦ • • rr • • • i i 1 Y r 1/ Y t \ 1 • f • f r • • • • �i f i 1 / 1 ��v,rirririttll� yi/x1 !!t!\slarir 1t �rslttllr►• ra\rlirttrlt t +1 ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-22 ZONE 1=-36.47 PS (-46.47) ZONE 2 = -55.43 ESE (-65.43) ZONE 3 = -64.91 PSF (-74.91 W'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/_ 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (40/20).(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 CWPATWIAI(] FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STIR SHANK ASTM 10d RING SHANK, 21/2'' 0,131 F1667 SCREW SHANK 170,000 RING RINGS RSRS-03 8d RING SHANK, 2 3/8" 0 SCREW SHANK .113 PER NCH) PER I SRS -01 RSRS 8d RING SHANK, PNEUMATIC 23/8" 0. 113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O. S.8. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ----- _ - BUILDING LENGTH - - ROOF ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN NOTE: GABLES -DROP GABLE END 8 (1) ADD'L DROPPED ZONE 2: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C, IN FIELD TRUSS 2x4 #2 BYE OUTLOOKER RAFTER W/ BLOCKING @ ZONE 3. 100 NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 BY P 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 AND ADHERES TO ASCE 7-22 W RING SHANK GUN NA- @ <" O.0 6Drrom ocEs I O rUa h0 Z TYP. EXT. SHEATHING ATTACHMENI 'u� C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING 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\ I YH. 3/4" 1&G SUB+LOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALLAGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331MM. 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. ARCH I TECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2023, 8th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1, 400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND AISC SPECIFICATIONS pRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE 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 TREATMENTDISODIUM 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 W 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 FBCR 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 #2. 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 IN DIRECT 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 WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65AND 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-0' 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 NFPA. 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 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TR-14, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" TICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF'. LIVE LOAD FLOOR: LIVE LOAD 40 psf RAND EVIEW. WOOD TRUSSES. 20 psf TOP CHORD-no—wourrent TYP. MIN LAPS SHALL BE AS FOLLOWS. #4 BAR - 25" R6 BAR - 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL 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 ANSI/ASCE 7 88'. 1990. 15 p f TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf wl 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. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT'. 10psf 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 COLUMNS 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 WIND: DEAD LOAD SPEED 023) MPH SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 22 (FBC S RISK CATEGORY II) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ATTIC VEXPOSURE R BIT7 UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 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 70 THE STORAGE'. 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30psf, BALCONIES (EXTERIOR) WITH WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS'. 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 4Dpsf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION 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 BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-9 0, GRADE Pm=2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UPG, MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. 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 C�i76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE 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 WI ASLUMP OF S" 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/S" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH 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, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, 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 WITH 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 F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIORTO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M FOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN 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. N 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. FORDONCRETE EXPOSED TO EARTH ANOIOR WEATHER: 1-V2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-V2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER — eor ,raDOT , sHe T sacI-E r ac laie aAl sTnoco aeo NEo oNR CUOG -XPA"' r o/cam ont Eosro IT , PT SEE NOTES N ro NAs w—NO is s ecc wNooweucK ROENEDcoL o WIDoowrASTENED NETAISTRAPT. CONTACT THIS ENGINEER FOR SPACING Pr, NOTE RED REQUIREMENTS — IT 11 VT,SEENORTES NO 5 NER fN3EENg OT .--- _.. _.. 5 SPTNGELE6°LUSEE 0., 39°PAFx21le" STAGaC 0,,,l1" PT TO ST NDOW STICK SEE �' END. DIST ED NOTES T STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI 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. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WEER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,a tides igngrou p,com AA #: 0003325 F W W y d r wdF� ZZ x W Y W y q p � C a p � p 0 p Q N O SLTSDIV. & L07cl ABBOTT PARK LOT #29 BLK: 1 PHASE: 3 PROJECT# 04181.003— 29012 MODEL. 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C l NO PRINT 2419 DATE: 02 / / SCALE: 1 /4" =1' — O" SHEET S N I KAYCAN LTD VINYL SOFFIT — SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) SERIES INSTALUTWN METHOD SEE NGRE z) DESIGNPRE.EURE NET FREEAREA DI ISxorE tl (so.Ix.ItIxEAL n.) NETFR IaG.lx. _ no. Iszs soup soar cu / a-cwxNEL ss.,/-sT.a N/A n/A IL / HASHID, N/A N/A no. Iasz vFNreo wmT -—ND_ / 1-INDANEL .ss.,/-as., 1111 NI. IFnE NEI�Eo-sOmT 1A / ,- a.,/-sa NIL / ,-I-INEL . `.,/-`° -IF P,IEI e+ I.a PER 1nE s3%N1'II INSTa IN1 FIR E. TABLE OF CONTENT s/ED. VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS I. EAVE NNUTn51SPANs1 1.I TPENSJk_AHGNCROss GEcnoxssxom+oNSHEETSaarro4DEPKTSINCLE I.e.REOR ov�anulc corvrlc�,ua�An�o�Nsn owERieMa�inis ones nor LunH aLUTIN TQ HH EE GQnFIGURArIGNE ON11 as—. AE MlrvmluM 12. SEE TABLE au THID SHEET FOR SPAHSOF1o.1112.Ts-14AND 1I- z.INsrAiLanoNFASTENERS 'OF F S, C�TNE TYPE SIZE SkSEEIMENTAND EDGE DISTANCE SHTH, WE SUIISHRATE SEE 11NEl SIHEDDLE 1 ON 2.- Ea /INCLUDING BUT NOT LIMITED TO E,_G. FOAM, SHOO VENEER AHO SIDING/, ,DNE DIsiANCES SHALL DE SUCH i0 C COVNT WALLFNSSHEs. WaLLFIN15H IHICKNE55 SHALLBEADDFD TO THEFULL-OVENT /NO. C622VENlED50FFfi' REQUIRED FARI'ENER LENGTHS. SEE FASTENER SCHEDULE TARIE ON THIS SHE, 91�nsSRan WTORN NSTA CORROSION NEEI6TANT MATERIALS COMPAITBLE WITH THE SUBSIS ITRATE MATMADEERIALS. NgtN„L, DFTAIISATH UE PMN E SHEETS) B&CorD&E 66.]GI A&C 66T NA COFD&E ABC 6E.6 1E,6 D&E 3 S ABCxE 4>.6 ODE 354 <_- FASTENER SCHEDULE I RI F V' .DII ,/a. I ,/. ea IN Ea . Y 11 1AP1I s/E I III.NAL oI „2 2-1/1I'D IN ALL FNISNEV I AA I TO PFLSxAIN AI OM N, oW „w 5 RC,093 .T93 0,165 0. 18 95° �6 1.499� 0042 4 1.54 1 /2" J-CHANNEL/TRIM Ib VINYL (No. 1100) 25-0 IT.C22 L25 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFITANDTRIM SCHEDULE VINYL SOFFIT SERIES J-CHANNEL FASCIA 12 TRIPLE 4 SOLID -� —II N0. 0623 SOLID 1 SOFFIT 12" TRIPLE 4 FULL-O-VENT 1/2" J-CHANNEL 4" FASCIA NO. 0622 VENTED SOFFIT__ VINYL NO. 1100 ALUMINUM j NO. 9700 TRIPLE FII LL-O-VENT ION 0 3g T N0. p639 VENTER SOFFIT - BILL OF MATERIALS NII OIGS ND r IN SHE/ I, - IN ... , II/2- /SEE nITE�'a ST II s T_ F A N RETAND - NAL w,D IE ax .A /;ID e pa a`-"'RCTRTEUBro -EL I'll° N NC E V'R N.N. BATTEN STRIP ANCHOR 1© 10tl NAI L AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUS1/JOIST/1 FASCIA WOOD BY OTHER BOARD BY OTHERS A © TRIM NL INSTALLED THROUGH 7) STAPLES INSTALLEDV 2-1/4" EMS. FASCIA @ IS" O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL iX2 WOOD BATTEN 11 OSTAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS SOFFIT( HEM AND IN VALLEYS STAPLES NSTALLED OFFITO O4 FASCIA 12"o.0-MAx(INT° J-CHANNEL@ OQ WOOD) IN J-CHANNEL -CHANNEL @ DETAIL B SLOT J MAX " J-CHANNEL MAX. FASCIA DETAIL A 2X2 WOOD BATTEN(a BATTEN STRIP ANCHO BATTENSTRIP 10tl NAIL AT EACH APLES INSTALLED O RAFTER FASCIA THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR@ TAPPING SCREW, OSTAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND OSTAPLES INSTALLED @ FASTENER SPACED 24" J-CHANNEL AT NAIL HEM AND IN VALLEYS 12" O.C. MAX (INTO M O.C. WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO OFFIT (1) 11 iX2 WOOD BATTEN CONCRETEIMASONRY) J-CHANNEL@ �' MAX. DETAIL D O STAPLES INSTALLE J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT @ J-CHANNEL *' N DETAIL E J-CHANNEL BATTEN 1� soFF1T NSTALLATION SCREW, (DJ -CHANNEL - BAT TENATTCHMENT @ �.I FASTENER SPACED 24"@ MAX O.C. TAPLESINSTALLED@ DETAIL C 12" O.C. MAX (INTO WOOD)INJ-CHANNEL J-CHANNEL @SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR BY OTHER NSTALLATION SCREW, EMS. BATTENATTCHMENT @ FASTENER SPACED 24" O MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN TCHANNEL @ SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) "—WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L' SPAN ' L' EAVE VNDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) SOFFIT OFFIT SEE DETAIL "A' SEE DETAIL'S' SEE DETAIL'D' SEE DETAIL'S' 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 6ETAIL A --^ 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 F W a U Q G,, a k- tLL IOL V _ W G o a an � � 51 a o a a0 N IL SU13DIV. & LABBOTT PARK OT 29 BLK 1 PHASE 3 PROJECT* 04181.003-29011 MODEL 4EBB "1828— CALI" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS %160 MPH EXP. C GENERAL REQUIREMENTS: • 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 MIND 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 inic-rAl I ATI(1A1. HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUSFASCIA. ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING, SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 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. FASTENER POSITIONING • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • 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 LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS, FASCIA MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA 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 IBC 2304.9.5." LtAVt/At-t KUI-'KIA1t GAP AND CAULK VENTED PANEL FIGURE 2 FRAMING MEMBER NG ER H-J nA I I t1V ING ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT 0 1" FROM END OF SOFFIT 3/8" FROM END OF SOFFIT 0 GREATER THAN 12" WIDE SOFFIT PFASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w x �a o � a w w o e � ij o 0 o n �- o w c c c Os s 3UHDIV. & IAT- ABBOTT PARK LOT 29 BLK 1 PHASE 3 PROJECT* 04181.003-29011 MODEL 4EBB "1828-CALI" GARAGE SVaN'G: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C