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HomeMy WebLinkAbout7442 Sail Clover Ln99 2828-E401-ENSLEY99 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tft1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •pWMDA BU =r, CDDE, Rcmznur 7M p `2=) -ALL IACAL AND 3lAT6 CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -coxsTRUcrlox TYPE _ vR -MIN. INTERIOR FINISH CLASS B -BASIC WIND SPEED - vDL1=160 MPH Vesd=124 MPH EXPOSURE - C RESIDENCE - -2-STORY RESIDENCE - MAIL HEIGHT AS PER LOCAL STATE CODES ASV. ABOVE LAV. LAVATORY AIC AIR CONDITIONING LUM, LUMINOUS EDI NECABIN FTURER ALTJ. . ALTERNATE M R. MEDICINE AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CNE MTD. MOUNTED CAB. CABINETABINET MTL. METAL CLG, CEILING N.T.S. SCALE TO .C. ON CENTER CLR. CLEAR OONCENT CONC. CONCRETE PL PROPERTYLINE CPT. CARPET P.B. PUSHBUTTON CT CERAMIC TILE PH PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD PLYWOOD DUALGLAZED PR. PAIR DIE. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAG. RETURN DP. DEEP RAG. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM ROOM DTI. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.N. SMGLEHUNG EQ. EQUAL SLIT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GIFX. FIXED GLOSS SUM. SIMILAR F.G. FUEL OAS SL. SLIDING LASS FIN. FINISH STD, SLIDING ARE PLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. FRENCH DOOR SECTION FTG.R FOOTrN TEMP. TEMPERED GLASS GA. GAUGE TG THICK GAR. DISP. GARBAGE DISPOSAL T O.C. TOP OF CURB G.F.I. ONTERR0.�RTCIRCUIT LOT. T OF PLAT.O.S. TOP OF SLABTE GL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR HEADER W WASHER HOT. OR HT HEIGHT W; wWITH HOT.INSU HEIGHTINSULAWD. WOOD oo INT. INTERIOR wow. WINDOW WIN WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION OMMO BID SET 198UED ARCHITECTURAL SHEET DESCRIPTION OUOVlI 202D FBG UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT &REAR EL.EVAT -i�-1-STORY T�'ORKD.G. PG A4G-LEFT & RIGHT EJATI OTT R �1AND PG El -FIRST FLOOR ELEIC SH�-lI.L i,c1j'/J PG E2-SECOND FLOOR ELECTRI�r FLQRID.� G UfL i PLY WITH PG Pl-PLUMBING PLAN AL ELECT NG OOOE PG Dl-DETAILS AND THE IC CopE PG D2-DETAILS C�Ty � ORDINANCES ZEP PG D3-DETAILS NANCES HYRH�LLS PG D4-PRODUCT APPROVAL LISTING 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 WAB-WALL ASSEMBLY DETAILS 03AOAI ADDED SOFFIT DETAILS 03/16RI CREATED 8-0 OPT. 03/iVli ADDED STONE VENEER OPTION 01 1 REVISED S4 FT. CALC'S Oenv�I I OPIE aooeD oI=Ert wEB TROSSES 06AW FRAME REVISIONSFAX: 10/21/21 CENTER SiS0. IN DINING ROOM Iv10Rl ADDED FRENCH DOOR OPTION STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 .)V7�1. /��}/'I.'L'1 C 1 CAM'S IST FLR LIVING 1,010 Sa FT. 2NDFLRLIVING 1,362 60.FT. TOTAL LIVING 2,372 $a FT. GARAGE 427 Sa FT. ENTRY 28 Sa FT TOTAL 2621 9GT FT. &XIV PATIO w ea FT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS IF T L T BEAM PLAN AND NOTES LS PG S2-FIRS-FIRS TIPG S2 tD� PG S2.2A-SAFE LOAD TABLE6 EVI 14' I'ti qT , ®CT Q PG S3-FLOOR FRAMING PLA t><ATp, S t ` ��2 PG S31A-DETAILS � � - R ^ I I if ���, PG S3.1B-DETAILS PLAN PG S3.1C-DETAILS LAN Ex� PG S4-SECOND FLOOR DECK PLAN R PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND IJFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES f PG SB-ROOF FRAMING PLAN AND NOTES PG SN1-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF .THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 h U W � � 0 Q U Q LJ A ' T 'P LOT #11 LOT #14 PHASE #4C PROJECT* 04181.04C-11141 weahn "2828-ENSLEY" GARAGE SIWMG: LEFT PAGE COVER ;SHEET %160 MPH EXP GENE?A NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 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. 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, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 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 DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER 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. 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 N8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- 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 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) S. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: '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 AGRICULTURE AND CONSUMER SERVICES.' 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- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 6' PVC (SCHEDULE 40), INSULATED WITH 6 " 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, W 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-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1"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. SHALL BE INSTALLED PER ASTM-C1063.19a AND R703.7. 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 AS 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) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 A rA o �- Y w g qQ�4 NIT Iaow.71 OTT "BAR LOT #11 BLK #14 PHASE 4C PTiOJECT* 04181.04C-11141 MODE71 E401 "2828-ENSLEY" GARAOE STfWG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C B OND 0 a PATIO HB.OF: Q . OVERHANG m ROOF �A50VE STAIR DATA 0 15 RISER • 132' r — 1 v 14 TREADS • 10' I I L V 6068 SG m m "' ROOM - ROOM 1/2 WALL 0 9-0' C•'O* ip 8'-0' CLG W/ CAP 113,-5, 3 10 13'-0' 5'-11' 4'-O' I r � r I I II • � m m O FLAT HDR • A-F. 28668 5 q\ 20 M� • OI BOLLARD REQ. PER I 1 XAS S'-W CLG BLDG. CODE GARAGE` I Q 8'-0' CLG Q Q 2868 m 0 9 T I REF v' N B __— N I 3-SH 'd IR-ISH �p V _ c V. o m V1CL m BATH#281- �, C III CLG 21'-0' 4'-4' IV 54" FOYER FLAT HB. 8'-0' CL(a HDR • IR-ISH �------ _ 16'-O'XT_0'OJ4D. in AFF. (2) 2068 e . 1 4'-4' n I ENTRY e BEDROOM #2 -4' 4'-4' Q (2) 3052-5H FIRST FLOOR PLAN SCALE: 1/4' . 1'-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH S1TE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LF-86 THAN 1 3/8' (35 MM) IN THICKPESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE < ITS ATTIC AREA BY NOT LESS THAN U2'(12.Tmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN Ob'(D.9(m) TYPE X GYPSUM BOARD OR EQUIVALENT, UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 l6TH ED-) 302.1 001FMIT AND OItADI)NO weD LGADe ROD W1D EWMM FOR a MW QUO OF3N06 Ilam ZOIE UOWNlMOM RBW18 NO TOE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 160T0 O.W.D. 112 5 31/-35 12'xl2' SOFFIT 1 5 31.3/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 22'-3* PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OWROLDA1801AM SQ.FT. CAM'S 1ST FLR LIVWA 1010 SQ. FT. 2ND FLR LIVING 1,362 SO. FT. TOTAL LlvMG 2,312 SO. FT. GARAGE 421 SQ. FT. ENTRY 28 50. FT. TOTAL 2021 SQ. FT. A. PATIO SO SQ. FT. MASONRY/FRAME WALL LEGEND 8' BLOCK WALL UND ON PLANS Il'-4' Blir. 4' INTERIOR LOAD BRG. WALL UN.O. ON PLANS 4' INTERIOR NON LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE W-8' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 sp 0 o w 3S n w Li m W O i A19fi'aZ LOT #11 BLK #14 PHASE #4C PROJECT# 04181.04C-11141 MODEIA E401 "2828—ENSLEY' GARAGE OW MG: LEFT PAGE: FIRST FLOOR PLAN %160 MPH EXP. C rPRINT ATE: 02 07 22 D S SCALE: 1/4"= l' - O" SHEET Al DBL. TOP PLATE e M &BAR DETAIL A SCALE: 1/2'-1'-0' SEE STR)CTURAL PLANS FOR FLOOR FRAMMG (2) LAYERS OF 3/4' PLYLOOD J OR (2) LAYERS OF V4' " FLOOR MATERIAL RIPS FOR GOLD NAILM mum STAIR ROStl TO CMOW TO POOR 11H ED. rime) MIN 1RRSAO� MAX RMR•1 V4' VIP' MAX VARIATION M RIER/IICAD AOJAQWr 1O EAON OnWER3/e' MAK VARIATION N ANY L RIERREAD R40MAL CIRQILAR CPU" e8TI0M VIA To BE 1 ww ww o GR GRAVDEI UNDES(T GRAePADILITY IIINDERS.MN V WOE . 's NARROW I ND 3.4' MN iWDRAL W. 114' T43 SUD FLOOR GLUM ( NALEDC14EDU PER GLUM SCHEDULE SEcum 3.0 GTRICER TO S0.10 NAILSG 0 0d / NAILS BE TO AILED FR OM M�AOMVE AA 'MAX NOSING eeaRS TRSADe ro � I eTRMGSR&(V'O3' ea W-A • aA a -FLOOR EGAD GUD-R.00R X "a / ADHEM 4M OR N SSIMILARIA. HORIZONTAL FIN (wTHREADED SHAW TO (1) 2.0 SYP EXWC OEYOND STRMGER / T14CIOSOe OF TRIAD) IEN'oRCED WITH 2.4 GPF GOMM 2X4 P.T. TO 2.4 RSSfO1C310 . I.A.. GLAD W/ (3) IDd CUT 2.0 SiRR1GER Wm MAGOhW NAILS SE Dd NAILS e'-V OG. THE CLEAR SPACE BETWEEN 1 1/2" THE HANDRAIL AND THE WALL MIN tV SHALL BE NO LESS THAN 1 1/2' HANDRAIL E 36' AS PER FBCR R311.�.52 W/ 2X4 RE-INFORCING NOTE: HANDRAIL ENDS SHALL BE RETUNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF li'a 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/9'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160'1.8.1 / F.B.G. 2020 HANDRAIL SECTION C SCALE:3/4'.1' .- (2) LAYERS OF 1/4' R!" FOR NAILMG 2.9 SYP ermR DATA. O ROEIRe . 1D2' µ TREADS . IO' 2.4104M UA-L W(STUDS . Ie' OC. MAX STAIR SECTION B SCALE, I/2'.1'-0' A&--- DETAIL D1'-0' 3W 743 SLEW FLOOR GLUED 4 NAILED PER NAILER{ SOHmULI *ECM 2XS LED00% TO OM IIY Vr'X4' TAPCONS . Ie' = MAX OTAOOS.ED SECURE 2Xe JOIar To LGDGER w arip4m MUG-26 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774�4078 www.abdesigngroup.com AA B: 0003325 IWs g 41) x Qp y❑QI �t�Gj11 y❑Q1 G rA'81fi �AV T #11 K #14 SE 4C CT# 04181.04C-11141 MODEIa E401 "2828-ENSLEY" GARAGE 7 VrMG2 LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C PRINT DATE: 02 07 22 SCALE: 1/4"=f-0" SHEET A1A 9 v T 0 UY e m 0 u1 m AX— �RIA 0g 0 N d N 0 0 s a — 0 SECOND FLOOR PLAN SCALE: V4 . I'-V* 12'-2' 10'-10' 2'-8' 12'-4' [x) 3052-9H 305x-9H a I�dVIPiG 8'-0' CI.G. ,�. H �L EG�99 I I I m �I � �I `" �' BBDROOM#3 TO 1ST FLOOR Dolua td'-8' I I d'-3' 5'-4' 3'-4' 4'-d' 3'-8° in 15'-8' '� 4'-0' in t' ro f 2ZR3S l , _6. HDR. i0 L4S�CiE�J y v G --0— W.LC. � 0 vIC��� BBDROOM#1 s'-®•cLc,. s'-m'cs.�,LAUNDRY��LAV. v� f U1C Id'-0''� 3'-8' 3'-8' s e civ 'o BATH#3 BATH #1 ® m s'-®' ay. a' 9 ®� GLCs IR-I9H vlC � 2m3m 9FNUR cz) xme9 I -9H rEr'IP 4'-4' '-6' 5'-3' '-II !2) 3032-9H EGRESS I I I I LII.IE OF ro I Isr FLooR - B®ROOM #4 L— BELOIU — — 8'-0' C1G. l2) 3052-9H EGRESS 4'-0' l'-4' 3'-d' 9'-B' 38' •fd' 1441 N. RONALD REAGAN BLVD. LONGWOOD, R 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA P. 0003325 � a 1p � La N W E x � AMfi `� AM' LOT #11 BLK #14 PHASE 4C PROJECT 04181.04C-11141 KoaEr1 E401 "2828—ENSLEY" GAR/1RiE swsNG: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C c . - 1MU NN IIII - ME ME IIII � a IIII■■ ■■IIII I ���� �� �/�� I IIII ■■ ■■ IIII �1111 IIII IIIIM ME IIII Sol IIII a ma IIII F� 24'-4' BLDG. HGT. IT'-4' 2ND FLR -0 2N5FIN. FLR$---- a'-O' CL�____ O'-O' FIN. FLR.0, FRONT ELEVATION SCALE: V4 • 1'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 • I'-m' TEXTURED FNISH ,SIT-4' 2ND FLR E3� RG NCsT I I I I I I I I I 5'_4• r--- 0 2N— 0FLR S'-0' HGT. I-® -- ENTRY I I TYP. I I I I I AREA OF ATTIC = 1650 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1650/300 = 5.50 VENTILATION AREA X SQ. INCHES PER FT.(144) = 792 SO, IN. MIN. REQUIRED VENTILATION = .5X 792 IN UPPER PORTION OF ATTIC - 396 S0, IN. OFF RIDGE VENTILATION AREA = 115 Sa IN. PER VENT 396 /115 TOTALAOF VENTS REQUIRED = 5.44348 TOTAL# OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL NOOVERHANG5 INCLUDED 1/2' THICK 2 COAT CEMENT PLASTER MPI-RED DIRECTLY TO MASONRY- 4k4' 64LY. 'L'-TYPE FLASHING SET IN RDGF4JG CEMENT FIDER'�LASS SHINGLES WANOERLAYMENT AS PER FI5-R 2X6 SYP PT LEDGER W) 906JJ. ROOF SNEA71iM3 T'HILTGEBS 1/25W THREADED ROD 32' AS PER SHEET ON]. SEOJRED PER O.C. WITHIN 6' OF EACH FASTENER BCHEWLE END MAX. SET IN SIMPSON SIMPSON LSU-2 •.y HIGH 6TRENGTH EXPDXY 2ND FK RR (PER E W W MIN EMBED. 2x6 SYP RAFTERS OR FRE-ENG'D TRIM (PER ELEYJ ROOF SLOPE PER --� ELEVATION 2X6 SYWI P7 LEDGER W/ MK T/I6' Oft SHEATWM 71A ROD GUSSE7 TO BE SECURED TO D2YD' O.C. 4 UTWNRAPE 6' 2X6 MEMBERS MV Ed NAILS EAACH END MAXET M EAX. I 3' OG. • PERIMETER 8RIPSON HIGH SIMPGON LIE-26 W/ (4) 10d'. 2�_O. EMBE , EXF'OXY 6' MM EMBED. TO LEDGER AND (2) Wd'. TO 2.0 JOIST CHANNEL FOR SOFFIT OVERHANG DETAIL A SCALE: 1/2 - V-0' E4GRA!EIAED WOOD TRJSSE3 • W O.G. SUBMIT SHOP DRAWRIGS SEALED BYEW- PROFESSIONAL WrICKEER FOR REVI n AND COMRMENTB PLYAIOOO SHEATHING SEE STRUCTURAL 2ND M.P. 81W. WIT. (FER LEY P— - — - ROOFING AND PLASHAJG W( DRIP TRY! STRAPD *0'ANCHOM EDGE PER Mr.PR WARRANTEE REMIREMENTS els aTW=nnw_ WRAP FASCIA WITH BREAK METALTFUC a BOND W� 1.2. 2.6 WOOD FASCIA SEE STRJGTLWAL FOR FASTENERS VENTED SOFFIT PER ATTIC CALC'S h' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND PLR WMDOW PER PLAN RAKE SOFFIT DETAIL B 51ALE, 1/2 • I'-0' i i BAND DTL. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 W F 4 w r- SID u �WW �,99902 �pp Y w Q Qn Q LL Q +p��7J IC p0 d L L rABBIrT aOT #11LK #14ASE 4CECT*► 04181.04C-11141 WOMM E401 "2828-ENSLEY' GARAGE OWZNCI' LEFT PAGE FRONT & REAR ELEVATION 160 MPH EXP. C Ii'-4' 2ND FLR., BR.3. TFdCs 11F4' INDIO FIN. 8'-0' CLG. HGT.o 0'-0' FIN. FLR., IT'-4' 2ND FLR., BRG. HGTHGT. S'-4' 2ND , FIN. F�R.�—_ 8'-0' CLG. HGT.- 0'-0' FIN. FLR. LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH _AI7'-4' 2ND. FLR -- B—Y RG. HGT. 0' -- FINFIN • ENS TRI= A0'-0' FIN. FLR SIT'-4' 2ND. FLR —-�BRG.HGT. 4' 2ND. — FIB N FLR —_ 8'-0' BRG. HGT. a ENTRY —_ 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 W Y O_ W 4 NU A ° WW Wt��j Wpp WW A � � C A'hT$ITfi °� LOT #11 BLK #14 PHASE #4C Pltoj=T# 04181.04C- 1141 MODELO E401 "2828— ENSLEY" GA AGE eWtxG: LEFT PAGM LEFT & RIGHT ELEVATION "G" 160 MPH EXP. C PRINT O,Z O,r 22 DATE: S C ALE: 1/4"= f -0" SHEET A4 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 12EV OUTLET 20 AMP SINGLE POLE UOv OUTLET III OUTLET In OF O)nET MAND TO WITCH GPI n0V OUTLLT RQUIPED UWAND FAL NISR PIER (TATTER RESBTANT TTFi) 220V OUTLET (4) WAS 00"CTILN �N_ IUD —Ch- GPI EXT. WATERPROOF OULET GICUO FAULT NTERRURER OUTC 4 BITCH 3-WAY OPER t4 WITCH 4-WAY OPER UWLL MONI'® ' V LIGHT CEILING LIGHT © LED CLG LkV4T ©VP LED VAPOR FROOP LIGHT O VP V,AP'M PROOF LONT ORECESSED CAN evNt PAN I am PER WQ. FT. VNT. FAN WLBHT I CR1 P!R SO, FT. V FIXTURE (SPWRL TED BT ® F 4 8C$NT 2-BILB WRAP AROUD I. D) pp`��q��7ENT ZAROUND (FX 1'NT.) 2' KANDREWCWT 4'FLUORESCENT I-Q a TRK%LKMT 0 PANEL Nib METER • S.D. WMoI(B Derec2OR aAn- oA2" ,ylyggp� IM WALL MOWND EeJ[.W ATLw4 1 1 wimm DETECTOR w-madmilm ® CARBON MONOMIDSWeRIDIEE &.I= PRTB=OR O@'EO NOR-OG1tJeC7ED SMALL Of A DISTANCE OF NOT LE68 THON 4' FROM I&ALL PECAN. LKWT IJ� NAnAAL GAW OUTLET TIFLV%6CNE JACK UAA CIW W8CT R te7!ffiEI,Y !E �aT@ I.R. CONDITIONNY "C AHl ON DISCONNECT THIS GREET I Q TELEVISION JACK CEILM BGX ICOU TO EE SU•MRIED N OJ-BOX ACCORDANCE w SOX MAO*= AS SUCH FOR 146FMMTICN TO EE WUPPORIED N C 1LM FAN&*I4T AWOWAI= IW EOX MAN= AS 6-04 FOR p 24' NCANDESCENTT LIGHT STRIP nno W NCANDIWCENT LIGHT STRIP Annnnnon 0 46' INCAND156CENT LIGHT STRIP FLOOD LIGHT KP OPT. SEpIltlTY KEYPAD PO. PUN-EUTTON FOR CHIMES um PORT • LOCATION OF N JAOKB A PHONE OUTLETS N FANS TO BE VERIFIED • HOMEOUNIFI! PRE -CONSTRUCTION MEETNG • ALL 0 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTItlCAL PROVISIONS OF ®(g TTH EDITION [202m) A N[r_ 21m_ 2mM EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DIEiLL4"MIR DISCOSECT TO BE LOOKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN CAPACITY OF 50 ORT NTERIITTeNT PM ELECTRICAL PROVISIONS OF SECTION ME019 FBCR TIN EDITION C202m1. • LAUNDRY ROOM AND DISHU415HER RECEPTACLE SHALL BE CROWD FAULT CIRCUIT-NTERSTTER PROTECTION FOR P'EIRICN EL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PRO"IONO OF FBCR TTH ED (2020). • ALL UIORC TO COMPLY WITH ELECTRICAL P R OVISION& Q THE FBCR MW ED (202m). • ALL LAMPS SHALL BE SELECTED 6T BULDER AND 13i Or LIGHTING MAST BE EAERGT EEF�IE)NT TYPE PER Mr. memy eFICIIEJCT)1m2m_ TN EDITION RAm4J METER FIELD VERIFY LOC. OPT. COACH L IGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' • I'-0' OUTLET FOR VENT OR MICRO I I LED LIGHTING C SINGLE LAV. BATH 02 PROVIDE 94A0 CU, THEN • 1% CU IN2' CONDUIT OR ! HAW IN AL. T• 1% CU 2' CONDUIT OR 21S AL. SPA (CONDUIT TO TERMINATE ABOVE SOFFIT . OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE COMBINATION WERVk= DIWCOHIRECT BUTON AND mm AMP 120(240 VOLT GENEIRAL NOTE& M ELECTRIC METER IN I PMM! A. ELECTRICAL MATERALS AND NSTALLATIONB SHALL NEMA 3RR NCLOWURE MLO COMPLY NTH ELECTRICAL. PROV161" OF THE POCK TTHI PANEL EDITION (2010). LOCAL. CODES, AND ALL LOCAL POWER COMPANY REQUIREMENT& B0a4P B. ALL CONDUCTORS SHALL BE TYPE TWAUTWN UNLESS NOTED OTHERWem iBA'NQK SSRVICt CABLE TRZVOON BARAIYi SEMICE ENTRANCE EAAUIFTCNT ecatm-ENT POWER COITRAPIY GRADE PROVIDE B0 AFIP, 12044E VOLT,I PHAN GRCONDARYF ELECTRICAL 80"M PROVIDE 3 9 GOITER (OW N I.14" DIA SCHEDULE 80 PVC CONDUIT OR PROMO! 3 •40 ALUMINUM (AL) IN2" DIA SC14EDMZ ED PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE ITN THE ELECTRIC COMPANY PR10R TO BID. NTERWYSTEM BONONG TERMINAL AT LOW VOLTAGE COPIECTIOhO 1 A{ CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROAWIONW OF THE POOR ITS EDITION [2m2m). S/E" CIA X E FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA. #: 0003326 N OR GU aW Z �1 sp u r (Upj 3 � p 2 u� U�i 1❑pU pw ® B IP A$T*PAz LOT #11 BLK #14 HASE #4C Piton=T# 04181.04C-11141 MODffiL• E401 "2828—ENSLEY" GA %Aas BWZNG2 LEFT PAQ W, FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ROLAM A ABOUCIMCRA AR NO W723 . PRINATE: T 02 07 22 D SCALE: 1 /4"=1'— O" SHEET El ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DSV OUTLET 20 era• 6W a POLE IIOv OUTLET IWV OUTLET V OF OUTLET URSO ro SIUITCH GFl IIBV OUTLET kDaGU ED WARD FALL CIIERlPIBQ rrAliiO6! RI•2TSTAM TYPE) 220V OUTLET (4) 9URF CONVECTION gWypP EXT. UTATERPIK70F ammo MALLT GPI OUTLET NIC�We)FTER SWTCH SWITCH i-WAY OPER. COUNTC4 4-WAY OMIT. i .o WALL PIOWfID ��./ LIGHT CEILING LIGHT © LED CLG L43W LED VAPOR ©vp PROOF LKHT OVP VAPOR PROM LUNf OIRECCSaED CAN eVIM. PAN I CFM PER S6 FT. fir' FAN UYI IGHT I CR1 PER SO FT. FIXTURE (arms Top DY FLUORESCENT ® ARIMIDIIRAP AROND lRE��TT 88ED) R LL TAROLND (BIJIOFE MNTJ 2' F1.60mocim 4' FLUORESCENT Q Wes+--p-i A W TRACK LKMT 0 PANEL own r1CTOR O SD. awm DETECTOR w-m Reac�V+ W( r WALL MOINILD DATr. n4a[-u. 1 w I viam DETEGrom W(H9solilm ® S/GO e+cKs DETWWR 001100 SATT. RACK0 I NTSR•CONNGTED SMALL M A DISTANCE M NOT LESS THEN 4' FROM U4LL PENDANT LICIIT tl� NATURAL GM OUTLET ► THiPWONE JACK WATER NEATER mY� =�..=Q DISCOIUVECT AR DISOO1eON NNISOT CT SEE AMU ON T1416 SHEET TILEVIEICN JACK ILRtl DISK FWQUI JO J-EOX TO BE SUPPORRD IN .ACCORDANCE UY SOX rwgD AS SUCH FOR INSFINCTION TO SE enPPDRIED I N =111 G FA.104T ACCORDANCE UV SOX MARP.D AS SUCH FOR INSPECTION pnng 24' NrANDaIScoNT LIGHT STRIP ssaaoan SS• INCADDIECANT L04T STRIP nnno 4S• AgAPRO=NT LIGHT STRIP ROOD LIGMT KP OPT. MIJISTY KEYPAD Q Pn MAN-mmo N FOR CH"m Us PERT • LOCATION M TV JACKS 4 PHONE OUTLETS A PANS TO 8E VERIFIED 1 HDMEDUNER FIRE-CONSTRIICrION t ALL 0 • ALL IS 4 20 AMP DRANCN CIRCUITS TO DE ARC PRAT PROTECTED PER ELECTRISON CAL FISIONS CP W= -ITN [DITIO.1 c7—Ann) 4 N r 2YD_ 2VDM EDInQ4 • 20 AMP DEDICATED LALFDRT CIRCUIT. • ,W • ISLAND (NOT ON KITCHEN CIRCUIT) • DISNW&NEIR DISCON•EGT TO SE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY M S0 CMNTERMITT a PER ELECTRICAL PROVISIONS OF SEC.rasoTs FBCII TTH EDITON (202mJ • LAUNDRY ROOM NND DI8HYi4SF£R RECEPTACLE SHALL OE GROUND FAULT CURCUIT-INTERRUPTER PROTECTION FOR PERSONNEL ON FUDEIUS • UURSI'4 METHOD SHALL DE NON METALLIC CABLE PER ELECTRICAL PROVWONS OF FDGR TTN !D (20I0z • ALL WOW TO COMPLY UTH ELECTRICAL FROVISIONS M T140 PSCR TTM ® (20201 • ALL LAMPS SHALL DE ElLEOTED DY DUILDlR AND IHT Type PER FSe ENEMY OONIBERVArION (RCSIDQNTINU_ CNIIRFY EPRCIRNOY) 2020 Tw EDITION Ri011 UVNG I ' Lrs. F -WIAN c en WALL FT011NT \A S.D. B®ROOM#1 ' PRE -WIRED GLG. FAN BATH #1 1141 ., BEDROOM #3 14, GLG FAD i BEDROOM #4 PRE-WIFAUNRED CMG. SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-0' AP3, I LED LIGHTING C SINGLE LAV. BATH t3 I - L, I I I I e 17' I I � I LED LIGHTING C DOUBLE LAV. BATH M 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.5078 FAX: 407-7744078 www.abdesigngroup.com AA. #: 0003325 N a w U QQ QQ I1Fw QQ Alma LOT BLK #14 PHASE 4C P1iOJECT$ 04181.04E-11141 1[ODEIt E401 "2828-ENSLEY' GAit"Z 9WING: LEFT PALM 2ND FLOOR ELECTRICAL PLAN 160 MPH EXP. C E PRINT DATE: 02 07 22 SCALE: 1/4"=1'- 0" SHEET �/) E My OND II � — I I ------- I 1 j I I I I I I I I I I I I I I I I I I I II I I I I H wH. 0 III . — o 01 i— 30'-7' _ 2'-0' 2'-10 I Op — LAV. yU,( w= - 7 -- 1 III I 0 I LAV. — I m III _Zp Lj El -------------------- -- I m m 3v'X%0' 9HWR ut 24'-0' I i II L------ FIRST FLOOR PLUMBING PLAN SECOND FLOOR PLUMBING PLAN 2' VTRy 1R SCALE: 1/4 I'-0' SCALE: 1/4 I'-0' lkI 1/2' 1 � z• vTR�, 1 I 11/2•� I I/2' J ; i 9' 2� r 1 1 1/2' I TUB/ SHWR 1 Iz' LAV I we 2' ILAV SHWR LAV 2' VTR, 2' 1 2' -i KITCHEN I� I V2' I I/2'-� 2• 91NK W/ AUTO VENT 3' TUB/ SHWR 2' LAV PLUMBING RISER DIAGRAM 4' CO 4' TO MAIN L"i N. RONALD REAGA]IBLVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774407www.abdesigngroup. AA .00D3326 w L) b C m 5 w� u 0 9 TT °p LOT #11 BLK #14 PHASE #4C Pitoi=T# 04181.04C-11141 UODEX. E401 "2828-ENSLEY' awitwaa BrrXMKG: LEFT PAGffi: PLUMBING PLAN 160 MPH EXP. C % AR W72� PRINT DATE02 07 22 : SCALE: 1/4"=V-0" SHEET Pi pmF.& 2X4 TOP PLATE PLAN V PRE -FAD TRUSS IR' CLG. BOARD In' DRYWALL T`PY SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' Or — MAX FIN. FLR 2X4 WOOD STUDS .24• OL. SLAB MC IC• AIULl.7 ITV PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.I'-0' FIBERGLASS, SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.I.I. ROOF SHEATHING THICKNESS AS PER SHEET SKI. SECURED PER FASTENER SCHEDULE PRE-ENG TRU88 —/ MTL. DRIP EDGE:]; 2x FASCIA PER—� t'-m• ELEVATIONS TYP. OH_ VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR U IA.:JLtt Vt, D NOT CUT 50ND SEAM SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND SEAM RE5ARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. ION DOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION —� �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING STRIPS • 24' O.G. 8' CMu 1/2' GYP. ILL. BD.-, WOOD BASE n W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 0'-C' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE '1-16 IN ACCORDANCE WITH F5CR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO 5E USED FOR THE (:a11—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.r'-0. UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE F5CR 2020 TTH EDITION IS T4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486E TYPE III OR TYPE IV UNDERLAYMENT. CAtWIC wo Raa. w I Y PtC !La'K Pow SAf L.e Rnoo ewE 28 GAS LINE THRU BLOCK FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER 814EET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 6• a-n) 9' W THICK 2 COAT - PORILAPD C6'!NT PLATTER APPLIED DIRECTLY TO MASONRY WOO JAM PER PRODUCT APPROVAL POOL FASTENED TO TRACK DIRA KM ITV PRODUCT APPROVAL RIIG CORER DEAD T' Cm TEE STIUCTUR L. PM RE2JbRCC'IOVT 2.6 P.T. UC ATTACWW TO PILL CELL AT PER APPROVAL ROQ. SEALANT TROD " DACICHIR WEATWR STRIP s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' —2X4 SPF 24' O.G. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBAGC AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE -ENG WO. TRUSS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS J SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J PER ELEVATION 5/8' GYPSUM BOARD OR In' HIGH STRENGTH CLa BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS + 24' O.C. I/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 805.1.1. ROOF SHEATHING THICKNES6 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS GMU _ 0'-0' FIN. PI-R. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN a ACCORDANCE WITH F5CR 2020 a• '1TH EDITION, SECTION R301.13 AND 16095.1. n W/ WINDOW OPENING n TYP. WALL SECTION " " NO OPENING NOTE: METHOD TO 5E USED FOR THE ('_5�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 a w U u y 6 i to j 0 ` R g Y W I LJJ A OTT " LOT #11 BLK #14 PHASE 4C PROJECT#2 04181.04C-11141 MOD= E401 "2828—ENSLEY" GARAGE evrma: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 02 07 22 DATE: SCALE: 1/4"=1'— 0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9m5.1d. AS PER FBCR WS.U. ROOF SHEATHING ROOF SHEATHWG THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD.TRU R PRE-ENG WD. TRUSS PER 24' O.G. VA ION 24' O.C. MAX 7 EEVATION METAL DRIP EMAX.DGE METAL DRIP EDGE MATT INSULATION 15ATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALC9 FOR VALUES 2x FASCIA PER CALLS FOR VALUES p-m• VENTED O.H. I 5/8' GYPSUM BOARD ELEVATION$ O.N. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP, OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL R-4.1INSUL. REFERENCE I STRUCTURAL -4.1 INSUL. I I w m Lu � W WINDOW ATTACHMENT AS PER « MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T ! G SUBFLOOR GLUED AND NAILED z 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT GLUED AND NAILED 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT �>SCHEDULE AS PER ILING PORTLAND CEMENTakpER f PLASTER APPLIED w PLASTER APPLIEDDIRECTLY TO w DIRECTLY TOMASONRY MASONRY 7PULEVATION IX2 FIRE -STOP LEVATIONIX2 FIRE -STOP SEE STRUCTURAL ------ SEE STRUCTURAL------" —� OILEER LEVATION ELEVATION IfELE 5/S' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. OR 1/2' HIGH $TRENGTH BOARD CLG. BOARD ER LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1IN9UL. .. R-4.1INSUL. a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS V�_---REFERENCIE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' OTC. PLASTER APPLIED STRIPS s 24' O.G. MASONRY e' CMU DIRECTLY TO 9' cMu MASONRY I/2' GYP. WL. BD. 1/2' GYP. WL. BD. 1X2 FIRE -STOP WOOD BASE IX2 FIRE -STOP WOOD BASE L L E • e. a . 4 • Q; n W/ WINDOW OPENING�WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'•I'-0' 1441 N. RONALD REAGAN]BLVD.LONGWOOD, FL 3275PH: 407-774-6078FAX: 407-7744078www.abdesigngrou p.c AA B: 000,2. a w A $ fi *P LOT #11 BLK #14 PHASE 4C PROJECTµ 04181.04C-11141 MODRU E401 "2828-ENSLEY" GARAGE NIM MO: LEFT PAGE: DETAILS 160 MPH EXP. C xDa 2X6 P.T. • CENTER M DOOR HEADER SECURED W/ (U 62, X B J-BOLT UY 4' MN EMBEDMENT W/ 2' X 2' X V6' WAGNER 4 NUT OR W/ (2) N' X S' ANCHOR BOLTS W/ 4' MN EMBEDMENT UY 2' X 2' X V8 WASHER 4 NUT CE O SECURE 2x4 TO BLK W/ © 9 00 1/4' TAPCONS 1 Vl' w BED, e' OC, 4' END DIST, 1 1/2' EDGE DIST. o MOX& 2X6 GARAGE DOOR BUCK SECURED o W/ (S) 1/2' X 6' J-BOLT OR ANCHOR BOLTS, W/ 4' MN EMBEDMENT, IW 2' X 2' X I/S• WASHER 4 NUT. (U WITHIN S' OF TOP, (I) WITHIN 6' OF THE BM (3) EVENLY SPACED, � 8 8 NOTES ALL ANCHORS SHALL Be N ACCORDANCE TO MANFACTURERS INSTALLATION INSTRUCTIONS WERE 91104 NBTiaJCTIC A AGE MERE 6TWN T GARAGE DOOR (t)BUCK ATTACHMENT 3 ecaL6 w.rv4r' 6' Cmu V2' a I'X4 P.T. POOR DOOR L IX4 P.T. OR D/4'X4' MN SECURE THRU FRAME 4 EXTEND 1-1/4' INTO NAILER BLOCK W/ 3/16• TAPCONS MIN. SHANK SIZE J45 GASSY MIN. HEAD SIZE 300 MN EMBEDMENT I -VA' WITHIN 6' OF EACH END JAMB OR WINDOW 4 18' OC. MAX SPACING ATTACH TO 2X PER MAWPACTURES DETAILS. NOTE: 6H111 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" g 1/1NDOW TO BLOCK +3/4" OR +6/4" 2X4: UO SECURE TO BLOCK W/ 3/16' TAPCONS MIN. 614AW SIZE J45 MN HEAD SIZE 3" MIN. EMBEDMENT 1 1/4•) WITHIN S' OF EACH END 4 O' OC. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3M' TAPCONS (MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' C`W 4 18' OC, MAX 6PACNG. 1/J' DRYWALL 2X8, 1=1 PX4' SECURE TO MLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASK MN SHANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 16' OC. MAX SP`CI'P' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACIURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" @MDV TO BLOCK +1 1/2" 3/4" BUCK CONNECTION 2 K;��TD BLK DETAIL 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS MN SHANK SIZE ,INS MN, HEAD SIZE 300 MN EMBEDMENT 1 I/49 WITHIN S' OF EACH END 16. O.C. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3%' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE .300 MIN. EMBEDMENT 1 114') WITHIN 6. OF EACH END 6' CMU 4 IVOr_ MAX SPACING. I/2' DRYWALL 2X8, ® SECURE TO BLOCK ❑ I'X4• WK2) 3/I6' TAPO" P.T. NAILER (MIN. SWANK SIZE 146 11I6' 03J3, X 4' MN. MN HEAD SIZE 300 MN E'IBEOMENT 1 1/4') DOOR CASUY WITHIN 6. OF EACH END ♦ ID'. O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/18" /� 1lINDOI► TO BLOCK +L 16/18" 2X4, M SECURE TO BLOCK UY 3AS' TAPCON6 (MIN. SHANK SIZE .145 MN HEAD 612E 3" MN. EMBEDMENT I V49 WITHIN 6. OF EACH END 4 16' OC. MAX SPACING. NOTE, STRUCTURAL 2X MOT BE 2Xb, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROMW NON-STRUCTURAL WK2) 9/I6' TAPCONS, 3A6' TAPCCN MN 1-1/4' (MIN. SHANK 61ZE A45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 6' CMU 4 10' O.G. MAX SPACING I/U• DRYWALL SECURE BLOCK 1'X4' , W/(2) 3A6' TAPCONS P.T. NAILER !MN SHANK SIZE J46 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 4 b• OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 114•) DOOR JAMB TO BLOCK +2 1/4" y ��Olf TO BLOCK +2 1/4" 2X4:® SECURE TO BLOCK UM 3/16' TAPCONS (MN. SHANK SIZE J46 MN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 4 m' O:C. MAX SPACING. 2X6,® SECURE TO BLOCK W)(2) 3/16' TAPCONS (MN. SH AW SIZE J49 MN. HEAD SIZE 300 MIN, EMBEDMENT 1 V49 WITHIN 6' OF EACH END 4 W OC. MAX SPACING. 2X6, CM SECURE TO BLOCK W)(2) 3/16• TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4•) WITHIN S' OP EACH END 4 IS' O.C. MAX SPACW-v NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED IIW) 6' CMU 112' DRYWALL LL TO BE POURED a SOLID W/ 2"D PSI CONCRETE REINFORCED W/ lU I VERTICALLY PX4' P.T. NAILER T/16. 0J3S. X 4• MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB 3 TO BLK DETAIL 2X4: IXI SECURE TO BLOCK W/DM,' TAPCONS MN SHANK SIZE J45 MN. HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 16, OC. MAX SPACING. 2X6: m SECURE TO BLOCK W/!2) 3AS' TAPCONS MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 6' cm 4 IV O.C. MAX SPACING. V2• DRYWALL 2X6, M SECURE TO BLOCK ❑ P.T. WK2) 3/I6' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASUY" MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' OC, MAX SPACINGS DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3" rlalxDOs �m_RTrIr.T( +s" 2X4: Im SECURE TO BLOCK W/ 31/16' TAPCONB MN SHANK SIZE I" MN HEAD SIZE 300 MN. EMBEDMENT I 1/47 WITHIN 6' OF EACH END 4 IS' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROWN NON-STRUCTURAL. WK2) SAG' TAPCONS 3/16' TAPCON MN 1-1/4' MN SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 6. OF EACH END 6, CMU 4 W O.C. MAX SPACING. V2' DRYWALL 2X8, ® PX4' SECURE TO BLOCK P.T. NAILER W/(2) 3A6' TAPCONS CASING (MN SHANK 612E .14D DOOR MN HEAD SIZE 94D0 MN EMBEDMENT 1 V4') UTHN 6. OF EACH END 4 18. OC, MAX SPACING POOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK2)12d WITHIN 6• OF EACH END 4 6' TD 6' OC. MAX DOOR JAMB TO BLOCK +3" �IT�NI1r1N TO RT.n(!I( +-%" 2X4: IIIIIIII SECURE TO BLOCK Ulf 1/4- TAPCONS !MN SHANK SIZE .146 MN HEAD SIZE 300 MN EMBEDMENT 1 V4•) WITHIN 6' OF EACH END 4 16' OC. MAX SPACING, 2X6: SECURE TO BLOCK WK2)I/4'TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 6. OF EACH END 6, CM ID' OG MAX SPACING . 2XIN ® 1/2' DRYWALL SECURE TO BLOCK PX4' WN2) 1/4• TAPCONS P.T. NAILER (MIN. SHAN�151ZE .H5 MIN. HEAD 300 EA X 4•MM. MN EMBE1 V4')WITHIN 6' OH END DOOR CASING4IN. M 6PACINM 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 7/16" v 1/1w TO BLOCK +3 7/18" 2X4, IIIIIIIII SECURE TO BLOCK W/ 1/4' TAPCONS (MN SHANK SIZE .H6 MN HEAD SIZE 3" MN EMBEDMENT 11/4') WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6 ® ON OUTSIDE 4 SECURED DECIRE TO BLOCK THROJC*4 NON-STRUCTURAL W/(2) 1/4' TAPCONS MN SHANK SIZE 145 MN 3A6' TAPCCN MN 1-1/4• EMBEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT I V49 6. OF EACH END 6, cmWITHIN 4 IS' O.C. MAX SPACNGx 1/2' DRYWALL 2XS, ® 1'X4• SECURE TO BLOCK P.T. NAILER WK2) V4' TAPCONS I• P.T. X 4' MIN. MN SHANK SIZE 146 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 DOOR CASING WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM 46 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3 3/4" @mm TO BLOCK +3 3/4" 2A41 N. RONALD REAGAN BLVD. LONGVYOOD, FL 32760 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 04 rg_ UUUU a o o WZW ep ra 3 Y O W iiCC W L11 LLJ f* LOT #11 BLK #14 PHASE 4C PROJECT* 04181.04C-11141 MODE14 E401 "2828-ENSLEY" GARAGE BAG: LEFT PAGE: DETAILS 160 MPH EXP. C on, ROLAW A.ABOUCHACRA L AR NO W723 A YK1N'r DATE: 02 07 22 SCALE: 1/4"=1'-0" SHEET PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCr. COMP WOOD CONNECTORS 2020 FBCR 12/8/2023 20456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 20447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT.COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 36503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS& DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 25332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 F8CR 22/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/32/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2022 1075B.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/202S 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310-R2 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 1S272.2 R5 ALSIDE ALLIANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 22/31./2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/29/2022 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 I; Of 0 W; C C t Bfi LOT op LK # 14 PHASE ir 4C PRO. ZCW 4181.04C-11141 AWDEIs E401 "2828-ENSLEY" GARACM swII4CP LEFT PAGm PRODUCT APPROVAL LISTING 160 MPH EXP. C ROLAW A ABOUCHACPA AR NO 93723 A PRINT DATE: // 02 07 22 Sc ALE: 1/4"=1'- O" SHEET D4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 9' O.C. MAX (VERTJ. NQ¢: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION -------- FASTENER!, TO BB SPACED • T' OC, MAX VERTICALLY J' THICK 3 COAT CEMENT PLASTER UM LAYER 4, FORTIPIBER BUILDING PAPER APPROVED METAL LATH FASTENED eT' (VERTJ Or- MAX AT SUPPORTS WIM LAYER 9, STUCCO WRAP WOOD 814EATHM YToT LATH SHALL NOT 6M MRi BE CONTINUOUS v TO D' MR r' TO e• nDL TH IVIOU aH CONTROL JOINTS BUT SHALL If BE STOPPED AND TIED AT EACH SIDE. PROVIDE 7X4 BLOCKING PER A8M CI®69 \ PLACED FLAT MAX 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR\ STRUCTURAL STUD STAPLES IN COMPLfANCE W/ ASTM Clil r 1. WIRE TES TO BE (DIO. 16) 0111 ' WIRE /� 3. DLOCKNG SHOWN MAY DE IN ADDITION TO WALL STUDS REQUIRED PER PLAN \ OL FOLD NLHYO a R. A ®LLD OL IDLP -- Fr. A a. rACAee a R. 8 1 OC.4M. R.0 6NanL.e PRP Ed OLfVLD INMIO • R.A 2.OlAN a PT.8 POLO N' ® L KXD aOUaM • R. A f. CREASE • R. S L Call • Pt. C L FOLD R. C cyll" Pr. 6 TILL R. C T011GNO IIIOTTOM FLAN09 ""N= PL'°� OVAL- „!SHIN DEaL FOLD. DB rlDi WT. T CEMENT :2 N' 2 C"r NOTE. APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED MTN FORTIBER SHIEATHNG TAPE MRL LAP • ITAL LATH \ LATH VERTICAL LAP TO BE I' �— METAL LATH uUlB LAYER'!, I J' THICK 3 COAT CEMENT STUCCO WlAP PLASTER METAL LATH D' MIN PAPER AP IDELgW OW.Y / I MQB LAYER 7, FORTIFIBER WGB LAYER 9, FORTIFIBER� BUILDING PAPER DUILDIN4 PAPER Wall LAYER 9, STUCCO WRAP SHEATHING MM LAT AP A' ON u LAP 4'x4• SELF -ADHERING MB-ERANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 1. OR LESS PIPE PENETRATION CUT MID OVERLAP ONE BIDE OF—� SELF -ADHERING MEMBRANE FLASHING STEP "I PIPE/ WIRE TO FRAMNG 6 4' h„til 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL! OVER 4'x4' SELP-ADHERING MEFIDRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EMEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING WRD LAYER •2. FORTROER BUILDING PAPER METAL LATH 6'x6' SELP•ADWI!l1l MEMBRANE FLASHING OVER 4'x4' FLASHING, APPROVED PLA6HIING OVER APPROVED NOUBE WRAP. p ABHIING 70 89WTEun ONTO PIPE 4'x4' 6ELF-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EMENQ ONTO PIPE ( TL'tlC.td..R LAP v AVN� ",—W CCNT. BEAD OF SEALANT INSTALL APPROVED HOUBEWRAP AIR IIFILTRATtON BARKER OVER 9HEAT BHEArHun ELASTOMERUC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH $� PAPER DETAIL WOOD STUDS SECTION PER SECTION EWWsrbTI o oi.rlxw dlEATHNG Exte of pom nd cement plaster SIDE LAPS OF METAL shoe wmplT With the application requiremem of ASTM C 928-I8b. PLASTER BABE$ SHALL BE SECURED TO BWLDNG PAPER aLv Installation of eMerior lathing and framing shall —ply with ASTM C 1063-19a, FRAMIING. mullml e. THEY SMALL BE TIED or ASTM 1787. BETWEEN SUPPORTS WIT'! -IN. (191-MM) BTLK.CO lr LAP •LATH WIRE AT INTERVALS NOT 3' LAP • PAPlR THAN MORE THAN S' (238-MIN). "S"�`A""`�°' ��PIPE PENETRATION DETAIL (FRAME) QKIC KO UT I� REPAIR OF TEARS DETAIL IN M 0R"A� MAY BE PATCHED WMOUBE WRAP TAPE PER MAN UF. SPEC, OR PEEL I STICK r-WRB LAYER 9, STUCCO ILR4Ptllw! OLr) r-LAP LAYBW9 OF o"C'm WRAP "Pt "LNG ILANaC DTOP WRB AMM% I R AS" OH111/fiEA (NINE OILY) e. am" mt P'LI WDO 'AL M WALL lLA lWm 2 ro aKM=M-Ali D (WE r eLl SAT!! mRr D41L (MIND OR {t DGLOW 221Ate. ELT) R�w6MIH9 �r eoKrr�rw RGGP . WALL WOERWED,iGl6 FAACIA WRAP WOOD SHEATHING OR CMU WRM LAYER h, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS Y"L" FLASHING N.T.S. N.T.S. LEGEND DRAINAGE PLANE CURB LATER #1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER-'-'-'-'-'- BUILDING PAPER) METAL LATH x—x—x—x STUCCO ' WOOD OR -I/lroW ZIP WALL SHEATHING 6ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-a41-14a, MIN. 2.5 LBS- PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 LU L) U p� V aW� Z u � � a U>UJL I-L uUZma1� 2 Ci UZr (+I dQS O 3.LLL PRINT 02 07 22 DATE: / / S C ALE: 1/4-= i'-o" SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLAS14NG OVER TOP, SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED .,;.�'. OF SEALANT AT TOP AND �..: ,. SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT iI. WATER AWAY FROM JONTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS r ;X I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, )"1 CAULKING a JOINT I ALL AROUND I I PER SECTION R70 . ExOariw lathing and plastering BACKER ROD Exterior use of Portland cement plaster shall comply with the application -x requirements of ASTM C 926-18b. ! . Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, Ir' x or ASTM 1787. WRB LAYER 01, STUCCO WRAP �I HOODED VENT X: i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER '4, FORTFIBER IUILDING PAPER WOOD SHEATHNG DRYER VENT (FRAME) r SHEATHING RTIFIl3ER ttJG PAPER WOOD CONSTUGTION Iff `METAL LATH S' CMU VINYL CASw. BEAD W RAISED SAND K' TOJ9 MID -WALL ueEP ecR�D 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHINGS SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT i TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLI 6' SELF ADHESIVE— FLASHINCs (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO F_ ADVENT PENETRATION ti SCALE: N.T.S. "71MA4 IV rCCr✓cIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER V TO V MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME CUT OPENING IN APPROVED 14OUSEUJRAP FOR BOX INSTALLATION WRB LAYER w, STUCCO U*AP WOOD SHEATHING APPROVED— HOUSEWRAP —ELEC. BELOW METER FIELD VERIFY LOCATION CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FACE AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANOTE-POLY5LEND FOAM C'GREAT STUFF' OR SIMILAR) - APPLY A 51LICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD CONSTRUCTION v CMU ®r1 WOOD SHEATHING WRB LAYER M. STUCCO WRAP UIRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FINISH0 ND -FASTEN TO WOOD STRUCTURAL MEMBER • T' Or— MAX - 36, 6TON 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V - FINISH • MA9ONIRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S" WRB LAYER M, STUCCO WRAP WRB LAYER M. STUCCO WRAP B _ APPLY 60 MIN GRADE 'D' FELT SELF -ADHERING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIRBER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCO/ C.Y. FINISH :.:•:(SEE �SECTION) W-CMETAL TYPICAL WALL LATH . dM STEM' #5 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #. 0003325 Q4 q U m U U to E 94, c xM YT °PAR LOT #11 BLK #14 PHASE #4C PROJECT# 04181, 04C-11141 MODE&A E401 "2828— ENSLEY" GARAGE SUING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C —. 1 •< x I9 PRINT 02 07 DATE: / /22 scALE: 1/4"=1'-0" HETAE�TT Vd /� 2 WOOD SHEATHING WIC LAYER h, STUCCO WRAP WOOD WRB LAYER 42, FORTIFIBER CONSTRUCTION BUILDING PAPER ''Yi HAT CHANNEL a' THICK, 3 COAT CEMENT TYPE 'W DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 1 WOOD SHEATHING WR5 LAYER h, r ` STUCCO WRAP / - r J' THICK, 3 COAT CEMENT ' PLASTER 11 _ EREM6 *6-wFuc-180 CUSTOM @FAQ. , FLASHINGG WRAPPED r . ,.I `•�y • TOP OF WEEP SCREED i% TO SHEATHING BELOW WRB LAYER 7, STUCCO WRAP � U1R6 LAYER "2, FORTH m BUILDING. PAPER c .. •',,':-6' SELF-ADHEREMG WRB LAYER -1 i FLASHING WRAPPED STUCCO WRAP ` ja •CORNER OF CANTILEVER AMICO AM66-11FWC-780 I l 4' POSITIVE ORAN CUSTOM CASING BEAD 2 i'rFP Srroeen NO GAP INFIELD —I' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTLAP CANT. SCALE: 11/2' • I'-m' NOTE: METAL LATH: LATH TO BE PER SECTION R*103.1.1 / ASTM C-84l-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER •1 3/4 RESILIENT �tBARRIER WEATHER RESISTIVE AT CHANNEL -2 Ste, TYPEAAD W/TEXTURE FINISH N}' THICK, 3 PLASTER VINYL VINYLBE 11D DRIP EDGE INSTALLATION 5/0' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) /- WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER m _—WEATHER RESISTIVE `\ BARRIER 02 \ `�� R3 COAT CEMENT \ `-METAL LATH �• WOOD SHEATHING � HEADER/BEAM VINYL CORP. 4 POSITIVE DRAT WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMEDL WAL SUB-FLOOR DECKMG--,-- F'RE-ENG'D TRUSS WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER "2 J'THICK 3 COAT CEMENr_,,� PLASTER METAL LATH WOOD SHEATHING ES EXTERIOR GRADE DRY WALL i' THICK, 3 COAT C PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @CANDTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO L. WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — 3' X 3' 26 GA. GALV. FN15H LAYER (2 LAYER METAL DRIP EDGE PEEL STICK) SET N FULL BED OF 6' PEEL 4 SEALANT, X/' MN. STICK • DRIP SPADE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER l 115'XI 11'i P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER , CONTINUOUS ' VINYL CASING BEAD WATER PROOFING lot' I.f WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 1,,r BARRIER M STICK) WRAPPED FROM !-`• WEATHER RESISTIVE BALCONY DECK TO-,m„•,�,� BARRIER Q CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP BUISFLOOR EDGE ®® 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF I )1'XI 114 P.T. OR SIMULATED SEALANT,11' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKS VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER }' THICK. 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH 1 BARRIER I WEATHER RESISTIVE i' THICK 3 COAT CEMENT BARRIER 02 PLASTER VINYL COIRNER BEAD 4' POSITIVE DRAIN IIIFEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION r% Yi GAP FOR BACKER ROD 4 SEALANT VINYL CASNG BEAD WATER PRDOFI lot - LAYER l2 LAYER PEE WOOD SHEATHING 7LUMN SHEATHING °ATHER RESISTIVE ARRIER M =_ATHER RESISTIVE ARRIER -2 $A)'. -EEL 4 STICCK I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I & X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF PEEL 4 Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED Sea 3/4 RESILIENT HAT CHANNEL SIB' TYPE 'X' DRYWALL ULTEXTURED 4 PAINTED FINISH ]' THICK, 3 COAT CEMENT PLASTER TREX (LEATHER RESISTIVE BARRIER N WEATHER RESISTIVE BARRIER *2 -XTERIOR COLUMN COLUMN SHEATHING 6' SAF. I Ya*x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)6' MIN. SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINTL 02FRNffR 2g& J / (SHOW FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACGESSRIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T" PT ACTTTAT(`_l 2x FRAMING MEMBER WRB LAYER 01, f STUCCO WRAP i THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIFIBER 2 I/2" CORNER BEAD BUILDINGS PAPER WRB LAYER 01, FASTENED TO SHEATHING '1' METAL LATH a STUCCO WRAP ® O-C. MAX. THICK, 3 COAT CEMENT ! i WRB LAYER 02, FORTIF15ER �, ry PLASTER * ; BUILDING PAPER kt. WRB LAYER "I, STUCCO WRAP 6'SELF-ADHERING METAL LATH FLASHING `.i WOOD SHEATHING "� (EXPLODED } THICK, 3 COAT CEMENT ' IEw FOR PLASTER '1 CLARITY) �.r. METAL LATH DRIP CAP .-_ WRB LAYER 02, FORTIF15ER BUILDING PAPER (14A CORNER BEAD C) FRAME 421/2"* CORNER BEAD (FASTENER 4 SPACING a I' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK WINDOW FLANGE WRB LAYER 14, FOWI BUILDING PAPER — METAL LATH J' THICK, 3 COAT CEP PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.a bd es Igngrou p.com AA M: 0003326 oWw u V U � 0 � c c OTT ARK LOT #11 BLK #14 PHASE #4C PROJECT# 04181.04C-11141 MODEia E401 "2828-ENSLEY" GARAGE IWITMG: LEFT PAGE WALL ASSEMBLY DETAILS 160 MPH EXP. C FE$ 1 PRINT 02 07 22 DATE: / / SCALE: 1 /4"=1'— O" SHEET WA3 WOOD 5HEATHIWs WRB LAYER 'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING / VINYL ANGLED CASINGS BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP i WRB LAYER e2, FORTIF15ER BUILDING PAPER METAL LATH fEXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 44, — STUCCO UJRAP VINYL ANGLED WRB LAYER 4, FC BUILDING PAPER METAL LATH — THICK 3 COAT PLASTER —C 6'SELF-ADHER FLASHING DRIP GAP \` WINDOW FLANGE CASING BEAD (& WINDOW 15C (FRAME, W/BAND) _ WOOD SHEATHING METAL LATH — WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y.' GAP TYP }" THICK 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER ® STUCCO TO SIDING TRANSITION WR6 LAYER 4, FORiIFIBER BUILDING PAPER SIDINGS I — WOOD SHEATHING UW= L.ATCFC -1, \ \ WRB LAYER "I, STUCCO WRAP STUCCO U)RAP '-- CASING: BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION V— BEYONO WOOD SFIEATHING WEATHER RESISTIVE CARRIER n .- BJAI¢WERIRESISTIVE 9f.SX T •LAP SIONG / F— HERMGu&'SELF-ADH�FLA6HNG F1''�SEN < � PESI571VE STARTER STRIP p��ER HER RESISTIVE V�PL.A. � OR SH aoHERnrG FFL TAL GALVD FETAL .Z. FLASHING - MEMBER IMOODT RIM „�EEDR / ui3 X & 1EDD 81"'�"r� ® I P Wr-ALLKING OR AL GAAPPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION THICK, 3 COAT CEMENT SEALANT PLASTER ` ////— METAL LATH } WINDOW FRAME f WRB LAYER 02, FORTIF15ER BUILDING PAPER / E-Z BEAD VINYL CASING ✓ (W/-Ya FLEXIBLE PVC BACKER ROD) \—WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY NOTE: METAL LATH: LATH TO BE PER SECTION I R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. I WOOD SHEATHING SQ. YARD (UTILITY OR NOMINAL LATH LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER I, ISEYOOCIDONSTIGUCTIGN S' SELP-ADHERNG STUCCO WRAP WOOD BFIEATHMG MAT14ERIESISTIVE TLASHING WEATHER RESISTIVE BARRER -1 6' WEATHER RESISTIVE / \` MR ABOVE TOP •Z' BARRIER 4 OF FLASFNNG WRB LAYER #2, FORTIF15ER uAe x,.'AaL�SIDm BUILD (NCB PAPER S' SELF-ADHERNG WEATHER RESISTIVE DARRIER'I FLASHING \\ / WEATWER RESISTIVE METAL LATH STARTER STRIP ' \� \\� / BARRIER go OR GALV*P METAL S'FAS LHNG THICK, 3 COAT CEMENT laamm(EXPLODEDII '��� Dp" °R VIEW FOR PLASTER GALV141w. WEATHER RESISTIVE Z' PLA8SHING BARRIER -1SI LAP CLARITY) u 61 MIN. ASW TOP OF 'Z' RASNNG TRIM MEMBER O CASING BEAD C RAISED 817A�iic"CALE:BAND (FRAME) 1 1/2' =1' -O' HELSF ADHERING \ I 1 FLASHt W ILASHINGAl- GAP W)CAULKIII 7�MENO CETWALTER \\ t':: I OR APPROVED SEA! LLEATWECER RESISTIVE WEATHER RESISTIVE BARRIER 9 LEATHER RE$ISTNE EyZ BEAD V., CABEAD VNYL CA BARRIER 4 (W/Ul FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO aEA,'FER RESISTIVE ® FRAME TO FRAME CARRIER-2 19 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW /--METAL LATH BU�ILDDING SHEATHLAYER 02, ING WINDOW FRAME I I I I I I I WRB LAYER 01, I /7 STUCCO WRAP I 6' WIDE PEEL 4 STICK 7 OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/3i6' FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ------------------------------------------------------------------------------------ Ez BEAD WINDOW BASING 16A LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4078 www.abdosigngroup.com AA 8: 0003325 y c n LOT #11 BLK #14 PHASE #4C PROJECT# 04181.04C-11141 MODZU E401 "2828—ENSLEY" GARAGE Bwn4G: LEFT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT 02/07 / 22 DATE: SCALE: 1/4"=1'-0" SHEET WA4 BE TAIENIN ItEEPNG THEVEM PROPERLv Y, A!D iP SHOWNIN Y GMVANI2ED AUGNED.VEMRFEISSEALEDIFUIRRED.MLINPLACE USING 1.1M NNLS ATEACH CORNER. ROOFNG CEMENT SHOULD BE APPLIED TOALL SHINGLE EDGES NEAR TE CUT OUT THE GOOSENECK VEM OPENRKi IN TE ROOF OUTER EDGE ANDARWNOTHE ENTIRE FERMTER AS RECQR,ENDEDINSEVERE NEATERCOISTAL SHEATiNG. 512E TIE OPENING INACCCRDfWCEWMTHE OONSTRUCNONZONES. CHAR TSNOWNJNTEEVENTANEC ,DN.VENTFMIIS USED, SIZE THE V NTOFENING IN PCCORDANCE WTH VENT FAN MANUFACTURES PIPING CONNECTION INSTRIK:TONS. W NOT CUf wro TRUSSES OR MFTERS WHEN CUTTSJG THE OPENNO IN THE ROOF. I—° NMLS A TE PEI THEOFENIN(GLE ENN PERIMETEROFTIE ATM E TIAT TIENNLN. FLANGE OF THE VENT LAYS FLAT TO TIE ROOF SHEATiING.SUM THE TOPAND SIDE FIAN(LES OF TE VEMUPAND LNDER SHNGLES.LL BOTICYA VEM FWgES TOIAY ON I SMM TiE TDP OFFTE GLES. SHIN IF c�o� ROOF HOOD VENT DETAIL SCALE, WS OUT HO NWRIW AT 4B' ANI Iu MODIFIED 'I' CUT - IN HOI6ESYAP I I LINE OF WINDOW OPENMG \ I WD STUD WALL \ STEP 1 KA6HIGI OVER NAILING FLANGE AT JA ES EXTEND FLABHMG MN I' BELOW SILL \7/` FLEXIBLE fLA64RNG DO NOT SEAL BOTTOM FIN STEP 6 TEMPO FOLD-L HOJSB TUCK R et MA FOLD N AT INSTALL 6' SELF -ADHERING FLA&4M OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE I EXTEND 6mS-ADHERNG 156YON FLASHING. I' MN BEYOND FLASHING INSTALL VNYL DRIP CAP ASPHALT PLASTC CEMENT MOLDEDAROUND BASE OF PRE ANDOVER RANGE ALKN PLASHING W( INT. EDGE OF SILL RO. MECHANICALLY FASTEN FAMED EDGEA(CAP NAL6, STAPLES) INSTALL DUPONT FLUX RAP As TF FLASHIG AT THE FOLD House~ DOOM I TAPE DIAGONAL OJT ACROSS HEAD aP WINDOW PLUMBING VENT DETAILS ZFUE- AMIES AND HEAD a IPPLT TO BACK OF NDOW HALM LANCE N LIE W/ 'RE -PINCHED TOLES OR SLOTS. INSTALL &' WIDE ADHMIVS - BACKEO FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (ITDTECTO-IIAEAIF BT-20M. a EOUN) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 w WTDE VALLEY FLASHIIA EDG OR HEAVIER FELT UNDERLAYMENT ASPHALT ROOFING CEMENT 8'OF CENTERUNE EXTRA FA5T ER5 M ENDOFSNNGLE MM END SHINM AT LEAST 12• SEYONI VALLEY CENTERLINE • MIFPEDDFF CORNERATODEGREI FROM VALLEY CENTERLINE L�R 1166 THE COMACTORE RESPCN01DILTY TO VERIFI' ROOF VALLEY DETAIL HOL*B ,SIALA OF ALL PRODUERING.Tb mGifi T14E COMPATIBILITY OF A SELF-ADHERNG NTS FLASHING MATERIALS USED DURING OONSTRJCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIRCATIONS WaHN!!� SEALANTS MAY REACT ADVERSELY F NOT CRIPAiIBLE CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 111A FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOU.N SHALL 13E IMPLEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING S INTERIOR PERIMETER OF UANDOU) WITH SEALANT APPLY 061 H'AJ (O EOLY.) SEALANT . WMDOW/cm JOINT, FLUID APPLIED FLASNMG (LANCO WATE-SEAL RC -SE OR EQUAL). SLOPE SILL TO EX NOTE, ' L IT 16 THE CONTACTORS RESP0411ULTY TO VERIFY THE COMPATTBILIT' OF ALL PRODUCTS INCLUDING SEALANTS I SELF -ADHERING FLASHNG MATERIALS USED OURMO CONSTRUCTIOK 2. FLASNMG AT EXTERIOR WINDOWS AND DOOR OPENM126 SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FBC RTOSA U IN ACCORDANCE W TH PEFESTRATION MMFrAOTURER'S INSTALLATION AND FLASHING SMTRUCTCNS. WMMAIN& SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA R: 0003325 � w U qg�4 L #11 #14 4C # 04181.04C-11141 MODEI1 E401 "2828-ENSLEY' GARAGE SMFWC;: LEFT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1/8' TEXTURED FINISH WOOD, .. .: j1012' / \ TEXTURED x' - ---------- - ' -_-.-_ -_- 1- - /� i - r -- .'i 2x6 SUB-BANb FINISH • CMU x x x / W/I'X4' NOTCH ® METAL LATH x x x x x /--------- C '' END, WRAPPED IN %I / PEEL 4 STICK METAL FASCIA WRAP WOOD SHEATHING.:j, OR CIMU x x x x x x DRIP EDGE 1\\ WRB LAYER 01, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x x x x x x x I\ I\ = WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x F--- --------- --------- -----' i TEXTURED ' I FINISH ®WOOD \\ 1/2' TEXTURED \ 2x6 Sue aAND -__--_ (FRAMEONLY)116 ROOFMG CEMENT x x x x x x x x x x x x x FRAME OR CMU FELT PAPER \ x x x x x x x x x x \ I FINISH ® CMU \ DRIP EDGE x x x x x x x x x x/ DRIP EDGE \\ I :'I , r� • METAL FASCIA WRAP Ys' FROM \ \ \\ © FLAN 5x METAL KICK OUT x x x x x x x x x x x / ' ' ONLY • FOR WALLDINT a STUCCO, i' FROM \ SET OF COMPONENTS) \--- ------ ' WOOD WALL \ ; \ 'EXTERIOR WALL (FRAME OR CMU) \\ -' METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF �\ \\ DRIP EDGE NOTE: NOTCH FOR 2X(o �\ SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND �\ \ FOR CLARITY WA�'x4' NOTCH m �\ \ \ END, WRAPPED IN �\ ROOF DECK (BEYOND) PEEL 4 STICK \\\\DRIP EDGE, 1" OFF WALL •ROOF CEMENT I NOT INTO STUCCO) OMIT D FOR \\ H/V TEXTURED FINISH g CLARITY \,\\\ iWooD, I/2' TEXTURED SUB BAND DETAIL � WALL FINISH is CMU / 2x6 SUB -SAND W/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• L PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-V O.C. MAX. 2x SUB -BAND W/%"x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL C) WALL W/KICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING T 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 WN%'x4' NOTCH 6 END, WRAPPED IN PEEL d STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA t 0003325 rc U u S aZ�1 Y C. r w A OTT LOT #11 BLK #14 PHASE #4C PROJECT# 04181.04C-11141 MODE3U E401 "2828—ENSLEY" GARAGE >lVWG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C PRINT 2207 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET dV /� 6 4 4 38'-0" 23'-0" 12-4" ir 10'-10" 4'-0" 6'-2" 4'-10" 36"x36" 0'-0" 2'4' 10'-0" 4" CONC. TOP OF SLAB SLAB 3'-6" 14'-6" TE-1 IL• 4" CONC. 1I SLAB -t/' FM-16x18 I a 0 1 �£�' Z 8,-0„ FILLED CELLS x O w m I o. M w 4 0 @ 16" O.C. MAX UND to 1.1 I i� a IF - bad uj 6 i 1 _ - - _ _ EXTEND FM-16x18 u m 4" PVC 11 .- SLAB 1 1/2" CHASE a q 1 1.14 �r i I� J( UPT02ND V-O'FIN. ELEV. f FLOOR (FIELD FtN. CONC SLAB 1; I� f VERIFY EXACT LOCATION) BARS 8 ! 7' 03 ONG 1.1 CWC-12x12 W/ 10" HOOK 1 @ 18" O.C. - EXTEND I N 1 S 2B 5 /2" 0 I1 5 I3,_2„ I 1.1 w I 1"PVC CHASE O I I 8 FOR ELEC. y I 1.1 @ ISLAND IA 2 I I I ii ii 1.1 1.1 I� I IN -L* ILL n I I3 O FM-20x18-+1 27'-4" 10'-8" a @ I 1.1 1.1 1.1 M� EXTENSLAB L FM-18x18 Fi-24X24 tgxig 1D1/2" L co - _ CONC. 1.1 L 2,$F1-24X24 16_0MY " )SLAB 1/2"4" m6F_Mi-12x18 v3 -�l o .E 1 1A I z u U I �o �4 FM_16x18 �A 5'-8" I, 13'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" '7 a 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. 11.01NDICATES #5 BAR, OINDICATES #6 BAR,ENDICATES #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 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 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 3'-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 3U' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12, CONTINUOUS 18" (2)#5's +)0'-0" FMC-12x18 12' CONTINUOUS 18" - (2)#5% #5 IN CURB VARIES FM-16x18 16, CONTINUOUS 18" (2)#5's (+)0'0' FMC-16x18 16, CONTINUOUS 18" (2) #5's #5 IN CURB VARIES TE-1 6" SEE PLAN 8" (1) #5'. #5 IN CURB (-)0'4" CW-12x1 12' CONTINUOUS 17, (2)#5's (2)Ws (+)0'-0" CWC42x12 17 CONTINUOUS 12, (2)Ws (2),Ws #5 IN CURB (+)0'0' F-24x24 24" 24" 16" (2) #S,s (2) #5's (+) 0.7. FMC-20x18 20' CONTINUOUS 18" (2)#5's VARIES FM-20x1B 20" CONTINUOUS 18" (2)#5's F1-24x24 24" 24" 17' 2 #6s 2)#5's 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-77448078FAX: 407-774-4078www.abdesigngroup.eo AA #: 0003325 g m A uz � 0 c O ld�k Q r C 9 LOT #11 BLK #14 PHASE #4C PROJECT# 04181.04C-11141 mODE:. E401 "2828-ENSLEY' GARAGE 811110ING: LEFT [MPH E: UNDATION PLAN EXP. C I Own A ABCUCHACRA UA-) AR NO W723 PRINT DATE: 02 07 22 m MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED rr..--- —•— ••� f., CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS § CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS {I v 1 O: >, I •� M_.._ . GARAGE DOOR RECESS % -1�FM 5 !4 8"CMU WALL 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR iO •vl IN FOUNDATION WITH 30" LEG EACH a n WAY AT ALL CHANGES IN DIRECTIONS TOP SL48 TOP OF SLAB .. -1-r•' I.. I SO THAT THE STEEL REINF. IS CONTINUOUS ;, • MATCH AMOUNT OF CONTINUOUS BARS I >I CURB FOR • SEE SLAB SCHEDULE • BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4 CHAMFER (I -STORY) < #3 16 • - VARIES SEE SLAB SCHEDULE• TOP OF GARAGE EXT. PORCH SLAB 4' CHAMFER (1-STORY) a f � I .. 'lu CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE •' MASONRY UNITS SET gyp. AT ELEV: W/ NT ISOLATION 6"CHAMFER (2-STORY) JOINT (WHERE • #4 24" W/ 1/2" ISOLATION 5" CHAMFER (2-STORY) < •� APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE. APPLICABLE 4 SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR wxD, BAR s¢E � 36° ; FOR w.D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR OUANrnv � AND BAR oUANrnY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 CORNER BARS DETAIL DOOR OPENING scALe.3a=ra' @ GARAGE SCALE: 3/4"=1'-0' 4 SCALE: 3/4"=1'-0• SCALE: 3/4"=1'-0" (1)#5 REBAR VERTICALLY W/ CONC. POURED CELL `a R 6 CMu 14 REBAR @24" O.C. 0 CENTER OF STEEL REINFORCING IN GROUTED $ SLAB CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I I- a S2 NEW REINF. BAR _ _ % SECURED W/ 2- PART 7' CAPPED EPDXY. MIN. EMBED a 8••, UNO 8 •,.°• GALVANIZED PIPE W/FLANGE BASE FO MA § SPECOIW ALL w FOR i h I 4" CONC., REINF. W/ ,W, USE AND I Q H #10WWM ON M i Q PREPARATION OF, 8"CMU WALLlI -MIL POLY ETHYLENE 4' a° w w VAPOR BARRIER ON a • I•I ; 1•a WELL -COMPACTED SECURE FLANGE TO z bTOP OF SLAB CLEAN FILL TERMITE Jj SLAB W/(4)1/4" X 2 1/4" p _ I• TREATMENT SHALL BE BORA-CARE TAPCONS SEE SLAB SCHEDULE (2) CONT. #4 REBAR • f 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) g "ISOLATED" COLUMN PAD to ° CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH °- • (2) #5 REBAR ON CHAIRS _> • . < FOUNDATION AND SLAB ° SEE SCHEDULE 2,000 PSF VIRGIN SOIL OR 95% FOR MD, BAR S¢E AND BAR QUANTITY 12' MIN. DEPTH INTO COMPACTED SOIL VIRGIN ORSOIL $ NEEREDLESS HEIGHT SLAB HEIGHT LESS THAN 3'S' PER vLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION FOOTING AND COL. PAD C 5 6 7 FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0 1 A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON VERIFY HEIGHT AND NAIL W/ t6d COMMON NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2z4 OR 26 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO PROVIDE DEL. TOP PLATE SLAB W/10d MASONRY NAIL SLAB W/tOd MASONRY 12' O/C STAGGERED. NAIL 12' O/C STAGGERED, ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. UPLIFT IS PRESENT. POURED LINTEL CONT. NP.) - 8" CMU FILLED CELL (TYP.) SLAB SCHEDULE SEE SLAB SCHEDULE 2X WALL FRAMING [SEE 0-0 12" CIA SIMPSON ST82 BOLTS 5" TOP OF SLAB " TO`-0,-0„ P OF SLAB a• MINIMUM EMBEDMENT INTO P GROUTED CELL, 4" FROM ENDS AND le O.C. VERTICALLY MAX e SEE SCHEDULE FOR WAD, BAR SIZE AND BAR QUANTITY EQ. EQ. SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTlr1' INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL 9 SCALE:3/4"=,'-D" (NO UPLIFT) BLOCK WALL CONNECTION 8 sCALE: 3/°"=,'-0" 11 SCALE: 3/4"=1' 0" (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774-4078 wwwabdesigngroup.eom AA #: OD03325 S V LLW�1 yjy�� 0 W W ul O _LLL Awl 7T LOT � � BLK #14 PHASE 4C PROJECT# 04181.04C-11141 MODEU E401 "2828-ENSLEY" GARAGE BVFMG: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 02 07 22 DATE: SCALE: 1/4"=1'- 0" SHEET S1.1A 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003326 Hy � 9 E $ 4 a w C WW C p 4 R R I 4 rE MT °� K OT #11 LK #14 ASE #4C PROJECT# 04181.04C-11141 MODZ r E401 "2828-ENSLEY' GARAGE 8WMO: LEFT P"VIRST FLOOR DOWEL PLAN 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1/4" - P-0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR �c VARIES PER ELEV, .. • TO HOIZONTA EARW/HOK° �.:.LRE.B.lLlBEAM h VARIES PER ELEV. q — e: 3 #5 BARS a 1a' HOOK OUT REQUIRED FOR INSPECTION �� a —a oCLEAN o I 4 e 0'-0" FIN. FLR. .� ,.. TIERTICAL REBAR E e• b TO HORIZONTAL ❑ $ ° .e:. REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA.1c HORIZONTAL/VERTICAL #4 24" #5 30" #6 36' #7 4r' CMU UNIT DIMENSIONS • ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=T-9' BAR SIZE 48 BAR DIA. OFFSET METHOD CONTINUOUS #4 sa METHOD #HORIZONTAWERTICAL #5 3a' REINFORCING SCALE: 3/4"=14T %� L REINFORCING SCALE: #; 32. g 5 m o NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED G', UNO FOLLOW ALL MANF. SPECIFICATIONS FOR t J I USE AND PREPARATION OF HOLE. 4. 4 4. STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=P-(P 1441 N. RONALD REAGAN BLVD. LONGWOOD,L F32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com L AA # 0003325 0 r0 0 A YT'P LOT #11 LOT #14 PHASE #4C PROJECT# 0418 .04C-11141 MODEU E401 "2828-ENSLEY" GARAGE BVFMG: LEFT PAGE: DETAILS 160 MPH EXP. C ROLAND A ABOLKWCRA L AR NO 93M A DATE: 02/07/22 SCALE: 1/4"=1'-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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. Z ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER 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 ACCTUATED 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. HEADER SCHEDULE MARK SIZE & REMARK DESCRIFRION O (2) 2X8 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, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ( I) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)NS (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)ri5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com L AA 8: 0003325 A Z O q C a, 1p 45 ¢q q11� ZV LL 3 q x �o ao�o Lu 5 r9 r A' $TT °�ARK LOT #11 BLK #14 PHASE #4C PROJECT* 04181.04C-11141 MODEL: E401 "2828—ENSLEY" GARAGE 811IIATG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH E C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 70' HOOK- 30" TYPICAL #5 BAR IN BOND BEAM — OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" `#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" eQ PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. C 7p�N'�➢ ee W/ GROUT • OOQ NOMINAL WIDTH N 16-1 T/1 NOMINAL—�� HEIGHT # OF #5'S, TOP B D BEA OURSF IT IS THIS ENGINEER'S INTENT ON M C THAT XFXX • 1T/1 M,DB INDICATES A DOUBLE BOND BEAM AND XFXX-1TPohUOB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND %UXX - iT/1 M/DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- i7/OMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED I F FILLED U =UNFILLED (2)294 - NOTES TO THE INSPECTOR/CONTRACTOR t. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.ZOF r# OF #5'$, IN 2ND BOND / BEAM COURSE M/OB #5'S, BOTTOM PLACED IN LINTEL WNDOW PRE -CAST �•31M" WINDOW SILL Z - SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/Y'=1'-0" TVP. 8"x8" BOND BEAM i#5 TYP. B'k1S' b BOND BEAM 1#5 oo Bx18 DBL. BOND TOP OF BEAM W/ (1) Ik5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM 70P OF W/(1)#5 BAR BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTES 8x8 PRE -CAST CONCRETE VBONII LINTEL W/ (t) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (LT) REFER TO PLAN FOR LOCATIONS me ,E. a • SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE S7EEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" WOOD BECDON FA81E1FA8PAC910 d. =Y' MIN, 2 }" MAX &=2 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN .,. ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. =END DISTANCE 4 =SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, =SPACING BETWEEN ROWS OF FASTENERS ea =EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7748078 fAX:407-7744078 'tMt#w.abdealgngroup.com l AA #: 0003326 � � 4 � Q O C lik LOT #11 BLK #14 PHASE 4C PROJECTp 04181.04C-11141 uoaMxc E401 "2828—ENSLEY" awiswos avaxa: LEFT pwaIM DETAILS 160 MPH EXP. CS2. IA PRINT 02 07 22 DATE: SCALE: 1/¢..=1�—O" SHEET "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 PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BBOB 16-1T 1T MOB 1TroB -1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT 8/16-1T L20-IT 8R4-IT 6f28.1T 8/32-1T 8/8.18 6-trit ttn 4-ttnB 1T/1 -1T/1B 818-2T e/16-2r eno.2r en4-2r ans-2r Br3z-2r Y-6" PRECAST 1438 952 3114 4217 5321 6426 7531 T-6" PRECAST 689 1024 3'-8" PRECAST 1569 3524 4394 5253 6132 7001 2465 Oils 6385 7708 9031 10000 1509 3524 4304 5253 6132 7D01 4'-0" PRECAST 1085700 2305 3125 3945 as 5587 4'-0" PRECAST 514 763 4'-W PRECAST 1383 3080 3815 4570 5325 8079 1961 Oils 7192 em 7627 8751 1363 3000 3815 4570 5325 6079 4'$" PRECAST 819 533 1770 2400 3033 3886 4300 4'$" PRECAST 398 591 4'$" PRECAST 1207 2562 3375 4043 4711 5379 IBM 6743 7647 5752 6541 7565 1207 2707 3375 4043 4711 5379 5'-0" PRECAST 931 1247 1999 25W 3123 3586 4249 PRECAST 411 411 5' 4" PRECAST 1016 18M 2374 2044 3513 4084 1319 4400 7196 7342 5780 am 1016 1016 2276 2838 3399 3961 4084 5'-10' PRECAST 817 1024 1631 2090 2549 2009 3470 5'-10" PRECAST 340 339 5'-10' PRECAST W9 1499 1971 2443 2915 3397 1161 3e93 5877 6036 6548 5775 929 2080 2503 3107 3620 4133 6'$" PRECAST 692 1139 3227 3D31 3707 4383 5081 6'$' PRECAST 410 721 8'$" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 10DDO 8825 836 18M 2329 279D 3251 3712 T$" PRECAST 570 998 2496 2206 20M 3191 3US T$" PRECAST 303 534 T$" PRECAST 716 900 1181 1482 1743 2025 938 2496 3408 4864 7067 6472 727 1624 2026 2426 2827 3228 9'-4" PRECAST 428 an 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'-4" PRECAST 454 696 767 948 1129 1310 639 1674 2298 3061 4000 4899 572 1318 1843 19N 2164 2519 10' 6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10' 6" PRECAST 358 468 012 755 899 1042 550 1407 1897 2781 3222 3784 SM 1180 1472 1763 1710 1989 111-4" PRECAST 330 544 1312 1742 2252 2868 36M 1 V-4" PRECAST 132 417 1114" PRECAST 430 406 530 853 777 872 544 1312 1742 2252 2W8 3552 466 1042 1372 1643 1470 1710 12-0" PRECAST 308 507 1210 1696 2048 =6 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 3B3 366 476 587 696 783 607 1210 1598 2048 2588 3171 440 940 1300 1560 1314 1478 13'r1" PRECAST 270 433 1045 1385 1732 2157 2535 13'4" PRECAST 82 298 13'-4" PRECAST 308303 393 484 575 B46 414 1045 1385 1732 2316 2605 396 780 1057 1312 1071 12D3 14'-0' PRECAST 264 388 978 1272 1608 19e8 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 300 443 626 809 390 1 978 1272 1 1006 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 246 806 e26 815 46 458 1079 1429 42 1824 82 27 2277 2712 248 853 863 980 1237 47 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 16 4" PRESTRESSED 224 387 464 574 654 793 412 1014 1340 1703 2119 2513 230 616 908 1134 1353 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 385 451 587 ow 300 am1121 1413 1739 2047 192 506 72D 501 1135 1312 1914" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 268 Sae 430 513 505 235 738 No 12DO 1467 1716 166 429 823 BD3 950 1096 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 27-0" PRESTRESSED N.R. NR NR NR 2.-0" PRESTRESSED N.R. 116 22'-W PRESTRESSED 137 369 428 497 18 186 55 550 784 992 20 1209 1381 137 368 368 513 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 129 4W SM 824 1014 1147 124 1 319 1 4B6 W1 687 1 793 - ALL VALUES TARN AS THE LESSER FROM'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS 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 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 �Wtj h c � S SRN IP OTT LOT #11 BLK #14PHASE 4C 1iOJECT# 04181.04C-11141 MOD= E401 "2828—ENSLEY' GARA03C ETrMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ROLArD A ABOUCHACRAA1 164 AR NO W723 DATE:PRINT 02 07y 22 SCALE: 1/4"= f — 0" SHEETa S2.2A 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) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER 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 ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. 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 IT'FROM THE CENTER OF THE COLUMN. FIRE L------_- 3/4" SUB FLOOR �� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD-- I DRAFT STOP 1 PRE-ENG. FLR. JOISTS-[ I II \_ I 2X4 NAILER FOR DRAFT STOP 314" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" - V-0" POUT HU48 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 iz 04 c O �4 � Wz IL I U O w g QQ Q a�wp �� LL pQQ Q� pp Q 1A $'T_T °PAS LOT #11 BLK #14 PHASE A PROJECT/► 04181.04C-11141 MODELA E401 "2828-ENSLEY" GARAGE 9VnPCG: LEFT 1 PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXR C A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 z' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV, COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 T x 4', 6'. 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, 1:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SlaTYPICAL TRUSS/ 1b 1c GIRDER CONNECTOR(S) 6QALE:34"=,'-D SS SECURE IJOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2.4 OR 26 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE sm BACKER BLOCK THICK E9B 4500 314" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST SM" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING VT GYP. WL BD, SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 12' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. I -JOIST CONNECTION @ L.B.W. SCALE: 3/4"=T-T (NO UPLIFT) NOTCH DEPTH 1/4•D HOLE EDGE >5/8" HOLE DIAMETER < 2/5•D SGL STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE>518" BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING SAND BORING LIMITS SCALE: 1 12"=1'-0" ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 ---� TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Tx4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O1C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. ­A41) SIMPSON LGT3SDS2S GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB J' x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x T TITEN HD TO CMU AND (18) BIDS }" x W' 2z WOOD FASCIA T TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16tl GALV. COMMON NAILS. (2) J' x TTITEN HO TO CMU AND (18) SOS }" x 3' lx2 SECURED W/ 10tl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S2aTYPICAL ROOF 2b 2c GIRDER CONNECTOR(S) LSTA122" GAUGE W/ 111&1/2 HOG COMMON NAILS. a EACH END TOTAL OF 10 L E HTT41 MIN. 7 SERFS BACKER BLOCK 4500 314" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER LVLANOOD POST CONNECTIONS 5 A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37116 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"1 WEDGE-SOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 3X' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV, COMMON NAILS TO HEADER AND (2) t0dxl-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G <3455 LBS, U < 210 LBS W/ (8) 3/4" WEDGESOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0 6'-V MAX(%VlX4) OR 1P-0" MAX ON2X4) MAX. OR 2x4 BTM, CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING O SCALE: 3l4„=1'-0" PERPENDICULAR TO I -JOIST # 1100 UPUFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1K, x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL 1111900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)114" x 2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. T COVER & 7' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 314"=1'-O' tx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN (2) 2X12 T 2P MAX. W/ 24" MAX. WI S" MAX. END SYP. P.T. O HHING UOIST (JOIST SPACING FRONT SEE FRAMING PLAN TYP / TYP LEDGER e e END LEDGER a S BOARD b y� (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT;y LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ T WASHER & 5 1/2' LEDGER WITH {JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 TRUSL 24"MAX.W/ 2C MAX, WI S"MAX. END SYP. P.T. ORSHEA IN IJDIST JOIST SPAGNG FRONT SEE FRAMING PLAN TYP TYP LEDGER J° ' W END OF LEDGER b d e e BOARD c ••111/�� i' 2X8 SYP P.T. L 1/4"X6" TAPCON 3.jj 3 LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER .>= TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTSMTEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C, 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE SOLTSIZE MNENDDBT 0E CENDULSPACINO A DOUBLE SYP 2X8 1 1/4" 1 6' 24" O/C MAX. B DOUBLE SYP 202 1 (2) 3/4" 1 8" 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-SOLT/rITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL(I-JOIST) SCALE: 3/4"=1'-T (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 01-T TO (1)"X"BRACE 30--l" TO 60--0 }� (3) "X" BRACE (1) "X" BRACE Q CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA - SEE ARCHITECTURAL ZE-ENG GABLE TRUSS STIFFBACK (AS PER—� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/Z' DIA ANCHOR BOLT W/ T WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 3T OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d'S @ EACH TRUSS TO BE INSTALLED 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGID TRUSS SCALE:3/4"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3W=TAT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 a lu 74 w U o e1 c r"" �' Zl'#11#14 4C P1iOJECT* 04181.04C-11141 MODEzt E401 "2828—ENSLEY" GAizAGE *WMG: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C FIRIN 7 22 DATE: SCALE: SHEET S3.1A SIMPSON H6 W/ (8)8d COMMON NAILS 2 STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING It SIMPSON SPH4/SPH6 BTM. (JOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE 34"=1'-0" #8 WOOD S x Z' LONG O 3' O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN 8" CMU WALL REINF. PER PLAN Ttr. PER ELEVATION $ b JOIST (SEE 8 FRAMING PLAN) PER ELEVATION (2) 2x4 P.T. WI y DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. a 17' O.C. y y 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL SCALE:34'=1'-0" #8 WOOD SCREWS x 2' LONG 03" O.C.; STAGGERED AS SHOWN DBE SYP #2 LEDGER. SEE FLOOR JOIST LEDGER FLOOR SCHEDULE, 10/S3.tA 8" CMU WALL ; REINF. PER PLAN af, }' X W TAPCONS 'r PER ELEVATION ' $ (JOIST (SEE FRAMING PLAN) PER ELEVATION 214 P.T. CEILING %* u• MAX. NAILER W/ MASONRY NAILS �12"O.C. .. y, 1X2 FIRE -STOP , SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL SCALE'34"=1'-0 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL.PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT a PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) C 24" O.C. QM NOT SHOWN FOR CLARITY) MAX a 2X4 DIAGONAL BTM. CHORD PER ELEVATION j,,41 BRACING. SEE PLAN FOR FOR STRAPPING FOR LOCATION PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12' HIGH W/ 12' DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4.414.6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE 7 0C EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE 'O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. AND TOP PLATE ANCHORS W/ SECURE ST. PLATE TO SLAB W/ tOd x 1 12' COMMON NAILS FILL ALL HOLES, DO NOT USE 1/2'k9" WEDGE ANCHOR W/ 7' CONT. 2x4 SECURED W/ (2) 10d's @ EACH 10d x 3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED Q 1014" O.C. MAX. EPDXY 5-12'EMBED. MIN. 016' sss OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL `° TRUSS TO POST CONNECTION , A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • * 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"0"SOS, (1) 518" A.T.R. TO HDU4 AND (10) 1W X 212' SDS TO POST TRUSS CONNECTION Q L.B.W. 9a gb POSTTO SLAB CONNECTION SCALE: 3/4"=1'lY' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/9' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/7NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngrou p.com AA #: 0003326 O _p K w U b WII�� W pp 117 W A91 BYT *p LOT #11 BLK #14 PHASE #jC PtiOJECT# 04181.04C-11141 MODET- E401 "2828-ENSLEY" GA,P-*GE 9WING: LEFT PAGE: DETAILS (I -JOIST) %160 MPH EXP. C VTCR SPACING (1) AT EACH END VTCR AND 6'-0" O.C. MAX. 11 �1111111 \` i o \ Lj o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-W78 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 ut U a A$fi'A LOT #11 ZYA BLK #14 PHASE 4C PROJECT 04181.04C-11141 moD3 E401 "2828—ENSLEY" GARAGE DWMG: LEFT PAGE: DETAILS `11111160 MPH EXP. C LOON PRIN DATE:T 02 07 22 SCALE: 1/4"=f-0" SHEET S3.IC 91-�- SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngtoup.com L AA N: 0003325 J � � O w 43 w IQ r C AWT°P LOT #11 BLK #14 PHASE #4C PROJECT# 04181.04C-11141 MODEIa E401 "2828-ENSLEY' OAP—AOZ 8WINO: LEFT PAGE: SECOND FLOOR DOWEL PLAN %160 MPH EXP. C PRINT DATE: 02 07 22 SCALE: 1/4"=1'-0" SHEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) tOd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER 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 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) MH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BBt MASONRY 3000 Sx16 (1)#5 (1)#5 N/A GROUTED SOLID 882 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES --------------- f ` BF8-lT/OM/OB 1 % T-5" 1 1 1 �% i I I I i i 8F8-1T/OM/OB BF8-1TlOM/08 --------------------------+------ � 1 � 1 1 � 1 L------# 4'-6" U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL ITT, 1 1 8F8-iT/OM/08 ,% 1 ♦ T-6" ` 1 -1 -------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U 4 U LT LOT #11 BLK #14 ASE 4C JECT# 04181.04C-11141 MODEU E401 "2828-ENSLEY' GARAGE BWMG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES %160 MPH 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 LOAD SAFE LOAD - POUNDS PER LINEAR FOOT PLF TYPE LENGTH 8U8 818-08 16.1Tro ,Troll 4-1TroB 8&,TroB -1T/08 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH e�5.1B 16•tvt 1T11 1THB rrrlB -,T/1B 3' 6' PRECAST 1436 952 3114 4217 5321 am7531 3' 6' PRECAST 689 1024 3' 6" PRECAST 2485 8113 am7708 9031 10000 4'4" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0' PRECAST 514 763 4'-0" PRECAST toot 0113 7192 6524 7627 8751 4'-0' PRECAST 819 533 m0 2400 3033 3668 '4900 4'-8' PRECAST 398 591 4'4r PRECAST 1626 6743 1547 6752 6541 7565 V-4" PRECAST 931 1247 1 1999 2500 3123 36M 4249 V-4- PRECAST 411 411 6 4" PRECAST 1319 1 4400 7196 7342 5780 GM V-10" PRECAST 817 1024 1631 2090 2549 3009 3470 V-10" PRECAST 340 339 V-10" PRECAST 1161 3693 6877 6036 6548 5776 V-6" PRECAST 892 1139 3227 3031 3707 4383 508, V.S. PRECAST 410 721 61-W PRECAST 1139 3227 45M 7054 10000 BBR T-6" PRECAST 570 7' 8" PRECAST 303 534 T 6" PRECAST 938 22498 � 48�64 7067 9'-4" PRECAST 428 633 1593 22D4 2481 2618 2521 9'-4" PRECAST 192 384 9' 4' PRECAST 639 1674 2298 3081 4099 4899 10'-0" PRECAST 388 487 1247 1787 1904 2163 2028 10'-0" PRECAST 151 301 10'-0" PRECAST 550 1407 1897 2781 3222 3784 11'-4' PRECAST 330 544 1312 1742 2252 2888 3630 11'-4" PRECAST 132 417 11'-4" PRECAST 544 1312 1742 2252 2868 3552 1Y-0" PRECAST 308 507 1210 1596 2048 2556 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13! ' PRECAST 82 298 13'-4" PRECAST 414 1045 1365 1732 2316 2W5 14'-0" PRECAST 254 2279 14'4" PRECAST 71 293 14'-0" PRECAST s390 978 12272 1888 1� 0 14'-0' PRESTRESSED N,R. NR N NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 4 458 1079 ,429 ,se2 a 2zn 2712 15'A" PRESTRESSED N.R.R3OO NR NR NR NR NR 15-4" PRESTRESSED N.R. 252 16 4" PRESTRESSED 1014 1340 1703 2116 2513 1T-4" PRESTRESSED N.R. NR NR NR NR NR 1T�1" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 858 1121 1413 1739 2047 1914" PRESTRESSED N.R. NR NR NR NR NR19'-4" PRESTRESSED N.R. 148 19�4" PRESTRESSED 735 950 1200 1467 1716 21'4" PRESTRESSED N.R. NR NR NR NR NR 21W PRESTRESSED N.R. 125 21'-4" PRESTRESSED 180 598 N3 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22,-011 PRESTRESSED N.R. 116 22'-0" PRESTRESSED 185 No 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR ... 24'-0' PRESTRESSED N.R. 91 24W PRESTRESSED YALVGJ IMCIY RJ IIIG LGWGR fRVM J/V-G LV/9✓ 1/1VLGJ Ol 0- 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: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 04 s lu W A ❑ a Dly- a� OTT LOT #11 BLK #14 PHASE #4C PROTECT*► 04181.04C-11141 MODE E401 "2828—ENSLEY" GARAGE OWING'. LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C PRINT DATE: 02 07 22 SCALE: 1/4"=1'-0" SHEET s5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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 FASTER 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 (4-1. 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 ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER 0 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE FABRICATED W/ A 2.6 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. i r3 U c3 CJt n II (� II Ell II II II 1 s I 4 CJ3 n If n n u Nn n s II II CJ5 = m JAB If u u n it CJ1 II n CJi 1A INI n i n n n CJ3 EJ7 n n n n • CJ5 A3_�s 22X36 =ACC TIIC I I I •I= ESS RIDGE Al I I I I I A3=-= CJ5 • u 1pnt n n InI x n Ipul n II II II II n I) II II II CJ3 u x x u u n E,p n x n n CJ1 n if to .1 i L----- CJ3 CJ1 7K3'2 _= s ROOF FRAMING PLAN SCALE: 1/4" = V-0" n x n CJ3 EJ5„ C" ., 4 yYr 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes19ngrofip.c_ AA #: 0003325 C E m It U u inrq � p ba 0 U(}5 Lu q Q 9' R CIZ Ag$7I fi "`'ALORTR LOT #11 BLK #14 PHASE #4C PROJECT# 04181.04C-11141 MOaE>� E401 "2828-ENSLEY" CARACE STIMCk LEFT PACE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C ROLAW A ABOUCHACRA AR NO 9V23 PRINT 02 07 22 DATE: SCALE: 1/4"=1'-0" SHEET S6 �SHEA7HING ATTACHEMIENTT SPACINGATTACHEMENT SPACING ZONE 1: 1DO NAILS 0 4" O.C. ON EDGE AND W O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,38, 3r: 1Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Btl RING SHANK GUN NAILSO.C. TOP S B GM EDGES 4" S �O i GPBLE-ENO �--� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.50 PSF (6&50) ZONES = 67.10 PSF (77.10) ZONE 2e = 67.10 PSF (7710) ZONE 3e = 77.50 PSF (87.50) ZONE 2n = 77.50 PSF (87:50) ZONE 3r = 91.60 PSF (101.60) ZONE 2r = 77.50 PSF (87.50) "A'= 441' 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 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 1w32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS ® 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RINGSHANK, 21/2' 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Bd RINGSHANK, 23/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" COX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS ATV 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. IV BUILUING LENGTH I� xI ROOF SHEATHING LAYOUT JF AND ENDWALL BRACING FOR GABLE END FRAMING NOTE' GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING Im 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING U 16' O.C. FIRST 4 BAYS W/(2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C08 Z' DECK SCREWS 0 6"4" O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` I YP. 3/4" &G SUB-PLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33)C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3l4' . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31&14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 8LgBS-0GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402M02-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7.16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS UPPED 81NCHESANDSE WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 PCF 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 2020, 7th 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 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYp 42. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-cancunent 10 psf BIM CHORD -non -concurrent UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AN FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR D STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTEC WOOD TRUSSES. #5 BAR - 30 #7 BAR - 42 TRUSS MANUFACTURER W ILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36 x 36' CORNER BARS BOND BEAM ONLY LAPPED AND TIED TO EACH BEAM RE DETAILS BAR, SEE DE A LS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 16 pd TOP CHORD 20 paf TOP CHORD (7 psf AI ASPHALT SHINGLES) (1 a paf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 PO STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=160 MPH 3-SECOND GUST (ASCE 746 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40W, SLEEPING ROOMS: 30psf, STAIRS: 40PSf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY 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 MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLA8. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5P+/- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C9/M OR MEASURING, MIXING, TRANSPORTING, 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. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REDUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12PFOR AS AND SMALLER 2PFOR #6 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS I-12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al D64/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WARE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O' OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM AOISA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ZOL AND VERTICAL BARS SHALL LAP 8 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNEDAND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "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 STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE 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 A36/A36M F - 36 ksi FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING HALL BE ASTM Y S A500/A500M GRADE 8 F = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E - y D OR S. Fy - 35 ksi. TUBE AND PIPE COLUMNS SMALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3126M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 91ZE 1. FANG REMAAI(S APPLICATION SIZE - REMARKS 1#PTfURRINGTO NASONR( I WIC. CASE W,RGENEOWIL NAIL 11rY' LONG. S„ GARAGEDWRBUCK TO MASONRYIWNO. 1/4"CIA. NO WASHER TAPWN IMSONRV FASTENER 6 qC Ili EMBED. fENODST., /1" EDGE AST. K. EXT. DOORS CA SE HARDENED WIL YOF NarNIWIXL FASTENED WiNTO ARAGEOOOR BACK B?A OR 16'ZI `Al d•EMSEO.. d•ENO GIST., �Pi, SEE NOTE6 STAGGERED MASONRY/GONG. TO MA9OWiY/WIC. OIA wW �n EXPANSIW BOLT 7( b'QC (I/Y W) III 3"EWEgST. NANWW BDGK CASE IMRDENEO WIL WNWWAWIY FASTENED MvAL._To CONTACT THIS ENGINEER FOR SPACING 1. PT, SEESNAILt tn'Lallo. srnccERED INTO MAsorvRnWNc. MASONRr rcoNc. REQUIREMENTS EXT. SWING WOR D'I&1 .- "TPPWN' 11. EMBED, 4' E•D. BUCI(1. PT, SEENOlE6 NO WASIEA FFSTNER 160E 11T., 11R"EDGE AST. h I.N00W& 0.138°PAFr3Iro• e'OIC-NoDIST,I- P OS TE EI WI WASHER 9TP.GGEPED 1NLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, VINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE RAND FRAMED 4, PAF 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. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED NY TAPCONS OR PAF TO THE SUBSTRATE. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdesigngroup.dom AA #: 0003325 a4 T aft N Q U 91M 2 +�, q N W V W W O Q� Q IC U Q S � s C Cgg [A,ss BTT "PLOT 11 BLK #14 PHASE 4C 1t0JECT# 4181.04C-11141 0=14 E401 828-ENSLEY' AItAGM BVIMG: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 02 07 22 D SCALE: 1/4"=1'-O" SHEET s N1 KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS 9elA6Y� ,,w++ow�Crwstewns*mArgxwaeDTxaBIET wrnm geN[Mtwr JN W IIi,Y.IYIDMOCOW MpWIORbOF,RYL vataasLwwamerwrtvFuxm nlle,KNNSH[NNm,eOR MR wvla[Dw,.aMRtONND By „K tU18WOLDP£ °Mat°ms�E��eMrw�n tswwm�e<r A. w•.'.R'.�vAND n•N[M. s,cwtaawN.erR. cwnAwm,NwN PwE.wt@taoNT e.Tan ww.>wtve Rm •n:Nr�rw,. .n.omN. •.•Dw��`R'w"fi�N'mwsBr+P'�t,rr`�.�`,eunp1+r�®a`,���K ewllifNWtKDF7aRVRfO TO[t Wµt[af witifNLaNAlD �aP.ws°�Rv o�E °I em �'Rtcr a° i"'8eweii a81�acaamDµDa m� Dv[NENM[.0..N�Mn>4MOCa+�pteOa`�D9[CtiE mPCWeaaT0.aN �EM�Y YVNK N�wVMYNa���,EDae ��.SWPxFecr4 Nenuwnvw mPPn� uaana<raan 'W Oiaa�`ina.P rma�'w.0 n @aN N .aonoRnc_r'.I:n�i,eT �in7Nr ewNwN inrmwteEwNacs[E �>ADNDMgIKER[NNµvOwVEBA,OTN N„alfKnwNE inlcrwlle. >. �[cau,twnr,E.rm'nAnfaaNin[xrNUDPDroMwwu aea,6�natpAgp<reR'�EEaFG EWLtNn>NeYAVCENEF➢ wON[[a M T4iN��iN� °Yµa,CE ntmM tl,NWMWnO„Y .BEAwPtsawNcewrx,N[ cuwantarla« < � iL>a�eV[D[wc�enaeauvnwT�anwnD+xosaErt ,uwF�NNNn'. DESIGN PRESSURE (PSF) RATING AT 10- SPAN (NOTE 2) YNEL.OEPR.LIelL eeRAELATpN1rMOD DneNDTeA d' f'llO.11l� PMNe®mR0 N[f.Rft<IIIN U4el1.,e/4eTJ 11[IM 1qn. ,r 1RP,t • aaa fApN, /,t-/BIaBL .nLRl-W RM WA A.pt@ea / J.LV•.LL •.l%-q M/A N/A N0. atlJ 9Nq aOIPR ,r .NP,t . ruu-o-wrt rMM / rntNan ..L>7/-x7 ..I. an A<,rn / +-cwwn .M.>/-M.7 •.n •.n No. sea loom ewm ,r llertt . PUL-o-Kxr [eD '' J R-aTRna Ne.>%-e@ +.y •.n R.Dyyp 1 R-oNNf1 NLa/yE wte •.n tq. aeN ,plm erm aaf W'Ea� S�MD@N�W Et�i� c,aemrt maax 1r ne nDlaD+etaLw > Y ®a'N°�1 Y� MO a1�[@a � f0 Ltlm c@u w EaaNweaN n ne ataw noNac aAnwe W i V�ul� NDM .eon. A Pa ARR i IOIt lMll Pf WMR lwb/apee TaYNu Cw,alW NO OENY,rIN µ ll, i• MD W ffi 9tgL 1 NO 4 M fBGL YW I NftruAMNt EER tN2 tN•HNxaa. ffi SNQI S rae 1°M6TM aitai P.+ .w"`eranEwfRowcra wtn.samNmrllrt. TABLE OF CONTENT °p`F•T.n'�i.�DSPaf� rrnDPPSROTNP`o �RcoHaMe vn mew on NE , mat ,N,q PD[alar•I¢ atTHM smrt ao.pat �Diluu`wovwmi.BT.a[insnD:aaisarnDwifoiii � x trrNu,Ip, Nwn Nm > aEtNca u wRow ara vemanDw7NDfeMNN : tsrNIAnaI NTPAE. DtNlat\iM aMleucnw Pawwwx oEa,LL ow.Nno aa,Llla,cnt„ a wmuwa emu A oast ewm Papa: > owfec RPD fwoA raxats / a VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS DESIGN PRESSURE IPSF) AT VARf= SINGLE SPAN LENOTNS . earawlor+•s 1aPANa1 it iNllFeaggjN0. L1�fdND 10FNT ,.I. nENBTAtIADDH CA,D588[LTA1185NOriN DN@HFEB7AN6•DEPKT BNWE IIHTtiATM)M i Sfw,a roaEAYE L0r61fNICT,w1M TaU%WDOOiMwHBwF,TfEa P:µRBEVERWo+E4WHDCxN,gBUTIONB.,aTTEw.RnL+DDEiNDPllrr per. DETMERMYfj MMw �Nntaw 6DTF1i enTKUtgNTOTRFSECq@WUArlgNfi paY AS\OIGAE [NWM 96T 1 MTf),fNaEANIfiEmBAXDanANlWTBARE NAWTAetEp. m @iCa Dil 64J 4E.7 ,R. aFFTA1aR ON,kIRBNE.PT PDR AMNFOr M', P7•, 19 H', M'AND M• ALC N,I -WO 2. NETµ:ATNNtiM1ENFAE y eLCp OLf %a -8td ALC , %a 1 -mA R FAanpfw.waE aEixP Trrt-aVE Eua[IwENT AEDf0r4 Dt8rANCE atwnn nn atwwaATf wf PAaif•,Pa v.�nafiM.f nN iruR lz7s eLI.D&t u'l , A4 ALC 933 MfETnfaiufnirf eLCw Dt_[ n _ KZ .:, aY1MLiEVBlgAN7EX0\VDfi WI14fN.EHF@DXCVDa@W HOT LMAtfE0T0 .-�. _ AL11-, _6]batA wWc.,iM1L@NCK K.NEERANp 84WIDE EDOEDI@YANOFB eHKLBE aVLNm y EL CM DIE 4i.i - .@ aREVFMHt2c<ACNMD DfBaeTMTE VaTFHNt. ALC sLl .31.5 ____.__._ ___.._�__, ..1. FM1ENEfi1EN(iM3&KMMNiNEMtKUTgNDLTKEWHDi T,40:IN(O AOOpMT MKLPttnNEe.'IMY fe,IM BKaeEEE 611eL1 eE AO[ED 10 iK REOtWED.,-4EENFREENDiN@. eEF fABiF!ER %,RINxETKIF ONi�x94nEET. f!'1@INEafUW6VB1f /Naam V011W fpilT I. MLPAEIENFPBENKI'riWiCORNOaIONREBIETMTGMTN 0R%MEDEDi LMefpe °��E� • —, CDRRDNDNRE8nTA4T YARNAt4C01WATel£w1NTHf WB[TRATe M1fAWB. �.\. DeTYMA1MUFI NNIIIPa �Meyaw plmEl m •L AwLc c I a,m7 %7 ! T e67 y 66CNDLE %a -.1 ALC a %a @L[n DL[ y.3 I Ni LL15 „_„A Asc i us -ssa Y eLCMDLf •76 T 4D.a ALC +76 y elc nDLk As s1 J FASTENER SCHEDt1LE DOY a,Ve11a. „A�7Ntr ,/s- ,tNON N . r n, .ao toss '�1°olFic taM`0°NNN a wmNry ,-,rr i,a✓'ar�° ,NUR 1tY1 P.tPlE ..I� ;�aFaw.D °NtRa"�t INtRM P /ME �. a( µE1D101 ,E D.mmB troDla-'+`al Dow Nn R0.09 79 t65 o.1a a. 6199!— OD4 54 2 1/2" J—CHANNEL/TRIM 15 VINYL (No. 1100) 2 022 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRSA SCHEDULE VINYL IEJ-CHANL FASCIA IESPtf sEREe 12' TRIPLE 4 SOU NO. 0623 SOLID SOFFf7 12' TRIPLE 4 FULL-0-VENT 1/2' J-CHANNEL 4' FASCIA NO. 0622 VENTED VINYL ALUWNUM SOFFR NO. 1100 NO. 9700 12' TRIPLE 4 FULL-O-VENT ECO NM OM VENTED SOFFIT fy.e.w MPea1' BILL OF MATERIALS E_ ' sam - >a m®tu a rxEi , No uu.Ns w •c,a . � Ofl T ,Q, am (erL NN[ ,aiT ,j R-oNNn - g DNWC aN a>rsr - fwM - sa [M..N a 1RUT T NNE ro a sHnT , . oar• owcla . r-,/r r-NYl fa troHaaE Nn Nwotw. u�E,lm sloL aom Nrc�f a ,-a/.• nr NK srm 7 1. LL [ 7/n- MV@, DMNN E1w 1- VN, ,ENNN iin— VUL ,o : r ,lorwt nano eAT,a - w - a .ea R r Notn,E NwE eMwl - m - au rE aooH ® TRIM NAIL INSTALLED THROUGH FASCIA 0 16" O.C. MAX OS TAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS Loi INI-r MAX. DETAIL A FASCIA O STAPLES INSTALLED 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-14ML 0 17' O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS ®STAPLESINSTALLEO THRU SOFFIT AND JCHANNEL AT NAIL OFFIT0 HEM AND IN VALLEYS STAPLES INSTALLEO ®—� 12" O.C. MAX (INTO fO✓,OOD) IN JCHANNEL SLOT WOOD BATTEN ,STAPLESINSTALLED 0 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3•W0OD SCREW OR SO YAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED ZV MAX. O.C. '}'MAX..-lWI - DETAIL D (Z) STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITrf © J-CHANNEL }" N DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSNOIST/ RAFTER LOCATION NOT TO EXCEED 2e O.C. INTO FRAMING /iRUSS/JOI / BY OTHER ;HANNEL © DETAIL B J-CHANNEL FASCIA © BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO ©STAPLESINSTALLED THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS 0 11 iX2 WOOD BATTEN R 2X2 WOOD BATTEN / O SOFFIT NSTALLATION SCREW, QJ-CHANNEL- BATTEN ATTCHMENT �u FASTENER SPACED 2V g MAX O.C. TAPLESINSTALLEDO DETAIL C 12' O.C. MAX (INTO WOOD)IN J-CHANNEL J-CHANNEL 5 SLOT OR T-NAIL ® 12' O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR BY OTHER 21W NSTALLATION SCREW, EMS. BATTEN ATTCHMENT Q FASTENER SPACED 24` p MAX O.C. TAKES INSTALLED Q 12" O.C. MAX (INTO WOOD) IN J-CHANNEL S SLOT OR T-NAIL 0 12- 0 .C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) "—WOOD (NOTE 1) NOTE t: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN'L' SPAN'L' AVEVNDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE 1) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA Q FASCIA END J-CHANNEL 0 WALL AND FASCIA END 11Ls v— alAG . 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 m T IC7AL . 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 11�I'/LtftUEi ,�(�Ijlj�tti�filftlC�ftiUjfl, .CTAL A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesign$roup.com AA Y; 0003326 b N V U O O 4g A OTT °fat LOT #11 BLK #14 PHASE 4C PROJECT# 04181.04C-11141 "01)Ez.: E401 112828—ENSLEYII GARAGE 8WMG: LEFT 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 /WIND 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 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE . 12" WIDE SOFFIT INCHES OF NET FREE VENTILATION PER LINEAL FOOT. �\ • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. 1� FASTENER POSITIONING: VENTING TO V FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) FASCIA EAVE SHIM ° AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFIT® OF SOFFIT (WOOD) VENTED PANEL JOINTING METHODS: SUBFASCIA ° SIDING • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • 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. 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." LEAVE APPROFr IM 1 t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER H-JOINTER t3A 1 1 tN FRAMING MEMBER ING IER FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 'E OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 w � � oaluU w U m o g Y W W W W W a A BTT Illp Tz LOT #11 BLK #14 PHASE #4C PROJECT* 04181.04C-11141 MODEL: E401 "2828—ENSLEY' GARAGE BVrING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C ARCHTECT PRIN DATE:T 02 07 22 SCALE: 1/4"=1'-0" SHEET SD2