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99 2828-E401-ENSLEY 99 �t�.iwiJ1�1L1;\IZ:; `�` V�I I � r ALL IN RDA, ANC°F ` HOMES . 5 Gib y OF zEpHYRHIL , pi -AN 12602 TELECOM C>RIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FwRIDA BIIIIDIBG CODE, MmE MM, /�� 7M EDITION (1n�W W) -ALL IACAL AND STATE CODES ADV. ABOVE LAN. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.G. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER DATE DESCRIPTION �00�0 DID BET ISSUED ARCHITECTURAL SHEET DESCRIPTION OVVV21 2020 FBO UPDATE DR HORTON HOMES 1 2602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 :OCCUPANCY -OCCUPANCY — RESIDENTIAL GROUP R3 TYPE — VB -MIN. INTERIOR FINISH — CLASS B -BASIC WIND SPEED — Vult=160 MPH Vesd=124 MPH -EXPOSURE — C BD CL CAB. CLG, CLR CONE. CPT c.r. BOARD CENTERINET G CABIINET CEILING CLEAR CONCRErF: CARPET CERAMICTILE ML ' MET) MrL N.T.S. o.c. PL P.B. Px, MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTYLINE PHONE roN PHONE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN 03/10/21 ADDED SOFFIT DETAILS 03/16RI CREATED a-m OPT. 03/3V11 ADDED STONE VENEER OPTION FAX: 813 740-9715 ( ) -I—STORY RESIDENCE — -2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL AND STATE CODES D DODUALi DIAL DIM. DRYER DUAL DIAMETER DBAFNSION PL . pR'9D P.T. R. PLATE PLYWOOD AM PRESSURE TREATPD RISER PG A3G—FRONT & REAR ELEVATIONS "G" PG A4G—LEFT & RIGHT ELEVATIONS "G" PG El —FIRST FLOOR ELECTRICAL PLAN DISP. DP DR D.S. UW. EA. EQ. EQ. Exx EXr DISPOSAL DEEP DOOR DOWNSPOUT DISHW SHER EACH EQUAL N EQUAL ExxausT EXTERIOR RAD. R.A.G. REP. RM SCO S.D. Sit SHT. sHTHc. SHWR. RADIUS RETURNAIRGRBLL REFRIGERATOR ROOM SOLID COREMDR SMOKE DETECTOR SINGLE HUNG SHEET sFffnTFINc SHOWER PG E2—SECOND FLOOR ELECTRICAL PLAN PG _ G PLAN PG DI —DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 SQ.FT. CALL. S ISTFLRLIVING 1�62 SO. FT. 2ND RR LIVWG 1,0m9 $a FT. TOTAL LIVRdCs 2j�1 SQ. FT. GARAGE 42S SQ.FT. A.B, DESIGN GROUP, LLC. 25 50. FT. TOTAL 2,828 EQ. FT. F.G./FX. F.G. FIN. F A. FIXED GLASS FUEL GAS FINSH FLOOR SUM. SL SE GL. STD. SMEAR SLIDING SLIDING GLASS STANDARD PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. sx0 PATIO W 50. FT. FLUOR. FLUORESCENT SWS SHEAR WALL PG WA5—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FR. DR. FIG. FRENCH IXX)R FOOTING TEMP SECTION TE66'ERED GLASS PG WA8—WALL ASSEMBLY DETAILS Tel: (407) 774-8078 GA GAR. DISP. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 G.F.I. OL. GROUND -FAULT CIRCUIT UPTFR GLASS GLASS T.O.P. IDS TYP. TOP OF PLATE TOP OFSLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.IA—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED x.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE vP. VAPOR PROOF HDR. HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER INSUL�� HEIG INSUULLAATION wi). wo D PG S1.2—FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL UABUXrY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT INTERIOR WDW. w'L WINDOW WATER RO GHHTIRON PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A—SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3—FIRST FLOOR FRAMING PLAN ELEVATION 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. PG S3.lA—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES 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 PG S5.1A—SAFE LOAD TABLES PG SB—ROOF FRAMING PLAN PG SNi—DETAILS PG SDl—SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y a m a W h D Q gms4�� Q F SUBDI<v. ee LOT", ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 M0DEI c E401 "2828-ENSLEY" GARAGE 81RNG: LEFT PAGE: COVER SHEET 160,14PH M. C GENERAL 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. 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. 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 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 ARCHITECTIENGINEER. 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 3/8INCHES 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 I/WNCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 NTH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. 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. It 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 (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6• WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM•C926-18b, ASTM-C1063-19a & 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 - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. 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. E XTENUOR 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 PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFTS 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: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com L AA #: 0003325 a m a w a StmEiv. de LOT ABBOTT PARK LOT #30 BLK #7 PRojzcT* 04181.000-30071 moDEit E401 "2828- ENSLEY' GARAGE 8WtNG: LEFT PAGE: GENERAL NOTES 160 MPH C 0 v :o m 42' H. 1/2 WALL W/ CAP 9 m 9 v 9 n 9 s e e 0 isi ovrad-aH FIRST FLOOR PLAN SCALE: 1/4' • I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENING8 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIQJESS, 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 4 ITS ATTIC AREA BY NOT LESS THAN V2'(12.'hmn) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM$ BY NOT LESS THAN %Y15.9mm) 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. F5CR 2011 (6TH EDd 302.'1 carmw No cu=no umm eAe1c woo EIp�IE FOR s 16Cao aB18 OEM SaINE = 0I 'wow own N0Tff FWAM MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 OR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 160T0 OND. 112 5 31/-35 12'x12' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=B, EXP.=C, MEAN ROOF HT. = 22'-0" 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. a1111 1M DA15911" SQ.FT. CALL. S 15T FLR LIVING 1362 SQ. FT. ?ND FLR LIVING IA008 SQ. FT. TOTAL LIVING 2,311 SQ. FT. GARAGE 42S SQ.FT. ENTRY 28 SQ. FT. TOTAL 2028 60. FT. 8X10 PATIO SO SQ. FT. MASONRY/FRAME WALL LEGEND 8' BLOCK WALL UXO ON PLANS IT-W BRG. 4' INTERIOR LOAD 15I1113. WALL UN O. ON PLANS 4' INTERIOR NON LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOOM TO BE 6'-8' 1.441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774,6078 FA%: 407-774A078 www.abdesigngroup.com AA #: 0003325 pay i a d> J W 4 p $UHDIV. Aa LAT: ABBOTT PARK LOT #30 BLK #7 PROJECTjL 04181.000-30071 MODEU E401 "2828—ENSLEY" GARAGE SWING: LEFT PAGE. FIRST FLOOR PLAN 16 PH 1l lt% A. NO 9372✓i/ J (PIN14 21 '.EA'TET : 08 / / s C ALE: 1/4"=1'-0" SHEET Al al OT@ICTu^AL PLOW FOR FLOOR PRAMe10 (2) LAYEM CF S/4' PLYWO= OR (2) LAYEM OI• !/4• WO FLOOR MATMAL Rift FOR 60LID NAILMS app STAIR DATA. I3 IUOEIUO 1N• F4 TREADs . W � �o C DBL. TOP PLATE 9 m ®'-0' IK FL * — BAR DETAIL A SCALE; 1/2'•I'-0' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1.8.2 W/ 2X4 RE-INFORC� NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. SEC" TREAD& TO 6TRNsm Ulf(s) • V scI • EA. eTRINSER GEAR CF SMA,0OR AMMOWE PL-400 014 WILAR • EA NORRONTAL ION (WTNMADED SHAH[ TO ff G DEYGRC TNICOM" OF TREAD) NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I#'t 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 1/8'. 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 1601.8.1 / F.B.G. 2020 HANDRAIL SECTION C SCALE' 3/4'•I'-0' 3/4' T**"FLO01U GWED . NAILED PER NAILM sCWDULE — — 9ECUM 2.n STIMSER TO =-LWS-nd NMLe TO. N41I.® PROM EAOCIWDE NAILNS / 2A eTT Nmwl m' (e) 2.n OYP / eT m"W UTW 2.4 9 UMTN .4 OFT wcC 2X4 P.T. TO 2.4 MWFOMMS . G 2.4 IOGUU WALL OLAC UV (3) IOd CUT 2.n STRNSER Gomm EVeTDs O.G. MAX PIAOOMW NAILS UV nd NAM r•-e• OC- TAIR SECTION �)g ALE: 1/2'.I'-V' HDR. DETAIL D SCALE: i/2'•I'-0' 5/4' Tq OUD BOOR GLUED aNAL MR NAILNS OCMDULE SECURE 2Xe LEDGER TO Cm my Aftw TAMMS • li' OG MAX 6TAMEPED 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 h a o�o C� 2�clQ m J µ W m F Q U Q Q fA VHDIV. & LATBBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEI1 E401 "2828- ENSLEY" GARAGE SKIING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 111, 169 MPH EXP. PRINT 06 14 21 DATE: / / SCALE: 1/4"=1'-0" SHEET A1A 04 38'-0' 23'-0' W.I. 15'-0' 2'-1' 12'-2' 10'-10' 2'-8' 12'-4' (2) 3052-SH 3052-SH e — LUmG 8' 0' G.G. 1/2' W. ALL W WALL 14'-8' E SS I I OCI _1 1 U1.5 apD e y N " BEDROOM#3 V-0' G.G. 12'-11' TO IST FLOOR DOLLN 4'-4' 77, i� 15'-8' 4'-0' 2'-4 iv M io io I'22xsv-I HDR HGT. 1 �n in I ATTIC I LgSi4E°at✓`J :r VIC C -- -- IR-ISH lilt Q BEDa00#1 a WIC." 8' i° 8 i tK. L111i", v u �o---- 8 G.G.W-V ` c � LAV. WG 9 V 0 in o cIv�BATH#3 ® m e'-0' cLG. 8' ®1C1 IR-ISH ------- - VIC .D sHwR 2040 '" r c2) 206a I .SH TEMP 4'-4' '.6' 5'-3' -II (2) 3052-SH EGRESS I LINE OF i0 I IST FLOOR - — BEDROOM #4 L_ BELOW — 8'-V CL& (2) 3052-SH EGRESS 4'-0. 13'-8' 1'-4' 3'-4' 25'-0' 13'-0' 38'-0' SECOND FLOOR PLAN SCALE: 1/4 • 1'-0' 1441 N. RONALD REAGAN 81. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com L AA #: 0003325 y L4 N =' w 4 $UDDIV. & I.OT: ABBOTT PARK LOT #30 BLK #7 PROJECT* 04181.000-30071 MODEXA E401 "2828—ENSLEY' GARAGE 8WIIJG: LEFT PAGE: SECOND FLOOR PLAN 160 MPH M. C PRINT 06 14 2 DATE: / / 1 SCALE: 1 /4"=1'-0" SHEET A2 24'-4' BLDG. W.T. 6' RAISED BAND (TYP.)� Il'-4' 2ND B�THGTHG � — -�II FYPON 18'X63' I'-0`� DECORATNE� SHUTTER OR EQUIVALENT 4' RAISED-------- BAND (TYP.) 6' RAISED BAND 9' -4' 2ND. 2ND FIN. FLF4 8'•0' GLG. HGT* OPT. COACH-�_ LIGHT 0'-0' FIN. FLR.s, 24'-4' BLDG. HGT.s I-l'-4' 2ND FLR , B�THGTHG - — I'-0 2ND FIN. FLR�- 8'-0' GLG. HGT,U, 0'-0' FIN. FLR r- MA_ - DECORATIVE EQUIVALENT �Q�I�ww _�'r_i - III lillimmi ■■ ■■ ���� IIII ■■ �„'.■ ■■'II'6' RAISED Q = a IIIIm IIII4' I�� �■ RAISED rill FRONT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 0 IT'-4' 2ND FLR 'BRG.HGT. I I I I I I I I I r o ENTRY I 4B I I TYP. I I I I I _ AREA OF ATTIC = 1650 SQ FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUI RED VENTI LATION AREA = 1650/300 = 5.50 VENTILATION AREA X SQ. INCHES PER Fr.(144) = 792 SQ IN. MIN. REQUIRED VENTILATION = .SX 792 IN UPPER PORTION OF ATTIC 396 SQ IN. OFF RIDGE VENTILATION AREA = 115 SQ IN. PER VENT 396 /115 TOTAL#OFVENTS REQUIRED = 3.44348 TOTAL#OF VENTS PROVIDED 4 "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) V!' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA60NRY- 4'x4' GALV. 'L'-TYPE SH M-A#IG SET IN ROOFING CEMENT FIBERGLASS SH#IGLES WAADERLAYMEIT AS PER PBCR 7Xr SYP PT LEDGER W/ WSJJ. ROOF S MATHIN12 THICJWESD i/j•xp• THREADED ROD 32' AS PER SHEET SNI. SECI111ZED PER O.C. 4 WITHIN i' OF: EACH FASTENER SCHEDULE END MAX SET IN BRMPSON FON LB1-2r�� HIGH STRENGTH CXPO)cY 2ND AID fR1 FLR IPER ELEVJ ,� i' MM EMBED. 2x6 SYP RAFTERS OR PRE-ENG'D TR08S— ROCP SLOPE PER --- I ELEVATION MR T/Ir' OS I SHE IW 2X6 SYP PT LEDGER W/ �'• THREADED ROD COSSET TO BE SECURED TO 82' OG. 4 WITHIN r' OF 2X6 MEMBERS UV Sd NAILS EACH END MAX SET 9' Or- • PERIMETER I'-4' G 6MPSCN HIGFU 87REYTH SIMPSON LUG-26 W/ (4) I®d'. 2 .0• EXPDXY i' MIN EMBED. TO LEDGER AND (2) Wd'. CFIANNEL FOR SOFFIT TO 2xr JOIST OVERHANG DETAIL Dl: 1/2 . I'-0' ENGINEERED WOOD TRUSSES • 24' Or — SUBMIT SHOP DRAWINGS SEALED BY 1 c PROFESSIONAL ENGINEER FOR REVIEW AND COMMENTS PLYWOOD SHEATHING SEE STRUCTURAL 2ND PLR B1 A NOT. /PER ELEVJ- ROOFING AND FLASHING W/ DRIP TRIM 6TRAPS NO ANCHOM NOW PER MNPR WARRANTEE M NRJgU4AL REQUIREMENTS WRAP FASCIA WTH BREAK METAL T-ASChIR Sna sa sT1aC# PML SEAM M2, 2xb WOOD FASCIA SEE STRUCTURAL FOR FASTERS VENTED SOFFIT PER ATTIC CALC'6 VI' THICK 2 COAT CEMENT PLASTER APIED DI PLRECTLY To MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: 1/2 . I'-0' BAND DTL. JUNI 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 WIN �ry J i14 w � 0 N strsDiv. ee LJOT ABBOTT PARK LOT #30 BLK #7 PROJECT* 04181.000-30071 MODELS E401 "2828—ENSLEY" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION n G" 16 PH E I"I'-4' 2ND FLR. 8-------- 4B TYP. V-4' 21111, _I 5'-m' GLG. HGT. s m'-m' FIN. FLR,, _______ I�5 Il'-4' 2ND FLRop _ BRG. HGT. LEFT ELEVATION SCALE: 1/4 • P-m' TEXTURED FIN15H OFF RIDGE VENT 2N0. FLR BT. — m' 2ND. FI—YN. FAR __ .►S'-m' BRG. HGT. ® ENTRY m�mLR OFI I -4' 2ND. FLR ---- BRCs. NGT II II II W-4' 2ND I I 9'-4' 2ND. FIN. FLR FI— GLG. HGT. I 5�----) ------_—_—_—_—_—_—_—_—_—_---------- �5 ,�8'-m' BRG. HGT. _ ------'� ®ENT RY I A TYP. II I m'-m' FIN. FLR -----I ----'—'—'-----'--'-----_—_—_—_---_—_— --- --- 'gym'-m' FIN. FLR. RIGHT ELEVATION SCALE: 114 • I'-®' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwzbdeslgngroup.com AA #: 0003325 Y Q w f. 2 N KwW 0 _ 'DA Mi SLTHDIV. ac L/oT: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODELA E401 "2828- ENSLEY' GARAGE S rMG: LEFT PAGE: LEFT & RIGHT ELEVATION U G11 kl6VWH E ELECTRICAL LEGEND sYMMSOL DEFINITION NOTES V ^ DSV OUTLET 30 AMP SNGLE POLE @ IIOV OUTLET IIDV OUTLET N O RET WRED ro aWCUrcH WI IIOV OUTLET WAIIMR(TN IN EOJIPED DIPPAERLL INSIAN RENSTANT T7Fi1 a@ 220V OUTLET (4) WRE CZ*MCTIOA �y� IUL2p. 1W IWTEIPROCP &ROUND FALLT -1=N- OFI CUTLET NTEMUPIER OUTCH 6WTCM S-WAY OPER $4 BUrOM 441AY OPER WALL MOUNTED LIGM CEILING Lr.HT © LED CLO LIGHT ©VP LED VAPOR PROW LOW O „P VAPOR PROOF LIGITT OPROMISED CAN eVOW. PAN 1 OTT PER SQ FT. VENT. PAN W&OW 1 OM PER SO. Ft. V PIXTIS! (ePcc'S TED BY ® �T FLUORESCENT�— 2-9" A UN Wear R'EC'jE.�FLUORESCENT- ( L SSCD) FL Weer • tb�A E MNTJ AM111 �� >� 2' N PLUOISEICAW Q�� XC 4' TRACK LOW O PANEL sib METER O S.D. SMOKE DETECTOR mTT. EAOcrIP ELnAmue� WALL MOMTED BATT. eALW-UP I emmill DETECTOR WLHABQLIBE C'AM opB D[TECidt CD'DO mTr. IEAO[-uP Uv MiR-CONIGTED SMALL BE A DISTANCE Gt NOT LESS THE 4' P.MI. PEDANT LnMT NATURAL GAO OUTLET ► RLMWNl JACK PIN WADS I/.LEoi JY1M aM 0 DI�/cOM*MIGT SEE Ala ON INS 04EU I a MLAVINON JAM CE"'m EOX lae(AN TO BE SAP PORM N O J-DOX W BOX MAOED ACCORDANCE RSUCH FOR WaRlICTION CCLM Box FIRCAM MN14-161IT TO BE "PORTED INCMLIMS ACOOW)ANCE UV EOX MAIN= AS MUCH FOR manna 24' INCANDESCENT LOW STRIP nno K' IMMAMP SCEtlT LIGHT STRIP Onnnnnnn N• INCANDESCENT LIGHT STRIP ROOD LIGHT OPT. SEOAMTY KEYPAD PAL PUMP -BUTTON POR CHS'ES USB PORT • LOCATION OF TV JACKS A PHONE OUTLETS 4 PANS TO BE VERIFIED . HOMEMNER P'RE-O"TRIDTION MEETING. • ALL 15 4 20 AMP BRANCH CIRO)ITS TO BE ARC PALLT PROTECTED PER ELECTRICAL PROVISIONS OF � L ITION 122MO) A NEC MOD 20n EDITION .Ta A DRY CIRGIIT. N • 20 AMP DEDICATED LAUNDRY ' am . ISLAND (NOT ON WJTC 4I N CI==) • DISMWER MDIS(,OIIECT TO W LOCKOUT IN PANEL • BATHROOM E)Si416T RAN TO NAVE MN CAPACITY OF Be ORT NTER'IITTBIT PERELECTRICAL PROVISIONS a - SECTION MEIO'13 PEGS TTM EDITION (2020). • LAINDRY ROOT RECEPTACLE SMALL BE GRCLI D FALLT CIRCUIT-NTEMUPTER PROTECTION FOR PERSONNEL ON FEEDERS • UBE142 METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF MOR TfM ED (2020) • ALL UOIEC TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FEfR TTH ED rid)O1 • ALL LN•IPS SHALL EE !ELECTED eY euILDER AND TSE OR LIGHTTRIG MIST BE ENERGY 11FICIENT TYPE PER FE1L ENlIANiT ta!lEERVATION [RlSDQJTIAL ENERiT CMICIENCY) 2020. TN+ 901TION ISAO4J s® STOR � `d I 11 W T aryl ROOM PRE -WIRED CLG FAN I OGFI • 44' GPI 0 44' q\ AFF. APP. BOLLARD �--- AS RECL PER BLDG.CODE P.B. FOR GARAGE DOOR KEYLESS GARAGE FIXTURE Y METER -j GFI GARAGE FIELD '�DOOR PREWIRE VERIFY LOG 4- PATIO WP DMQ PANTRY ROOM --- IOTCFIBN1 L _- 11 I I b =Gj b lu fl o - -- -;` � L Ali �.' GFI dab GFI IRRIGATION OUTLET • 48' APP. — — — — - -------------------- OPT. WP J�MES COACH -. BEDROOM;I't_� �LIGHT A PRE -WIRED CLG FAN FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' P 1'-C' OUTLET FOR VENT OR MICRO I I LED LIGHTING ® SINGLE LAV. BATH n PROVIDE saro CU, TRM . w CU IN 2' CONDUIT OR 9 AAW AL, TWIUI . 1% CU IN 2- CONCWi OR 2A0 AL SER (CLNONIT TO TERMNATE AeDUT IOI*IT . OVERHQN<: 150 AMP ELECTRICAL RISER NOT TO SCANA COPDNATICN SERVICE N AMP DISCONNECT SWTCM AND OO/!40 YC GENERAL NOTES, n ELECTRIC METER INA. ELECTRICAL MATERIALS AND INSTALLATIONS SMALLNCMA DR ENCL06LMCOMPLGNS TH ELECTRICAL PROVISIOF THE FBCR MEDITION (2 120). LOCAL CODES. AND ALL LOGY POILER COMPANY REgINEFERM, B. ALL CONDUCTORS SMALL ISM TYPE TWNRMN UNLESS I NOTED OTHERWISE. F'OLER COMPANY TRANSPORTER GRADE PROVIDE DO AMP. 12M40 VOLT, I P ELECTRICAL SERVICE. PROVIDE 3'1 I-V2" MIA SCHEDULE SO PVC CONDIA 2/0 ALUPIINUM (AL) N 2" PTA OC44M OCNow UNLESS SERVICE 16 PWAC ELECTRIC COMPANY. COORDINATE I COMPANY PRWOR TO END. —' MIJER ONE SERVICE LADLE TELEA84CN ENTRANfA SERVICE Ea1TRANCE SOUIM7NT I: IMININT NIER►YSTEM Low TERMINAL AT LOW VOLTAGE CONNECTIONS I A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PEER ITH G DAY' CIA X S PT LONG COPPER CLAD ammUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA A: 0003325 y L4 lu w A p f fBVHDM CIS LOT: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEL: E401 "2828-ENSLEY' GARAGE 8WiNO: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 H E C 7 SCALE: 1 /4"=1'-0" SHEET E1 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0' SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0' 2' VTR. WASH �I I/2' 2' VTR, � � 11/2•�J T 2 � 3' I I I V2' I TUB/ SHWR 3' �2. LAV 2 VTRy i 2'; KITCHEN 11/2' V �11/2' 2• SINK W/ AUTO VENT 3' TUB/ SHWR 2• a. LAV PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 O a O 04 Q � =� lu Z ® Q t2QUl IA UBDIV. ae OM Lr BBOTT PARK LOT #30 BLK #7 PROJECT* 04181.000-30071 MODEL' E401 "2828-ENSLEY" GARAGE 8WING: LEFT PAGE: PLUMBING PLAN 160,,MPH 4. 11 SCALE: 1/4"=1'-0" SHEET P1 2X4 TOP PLATE PLAN Y PRE-FAB TRUSS 1/2' CLG. BOARD 1/2' DRYWALL Tltr SECURE BT. — PLATE TO SLAB W( 10d MASONRY NAIL ! 32' O.C. MAX 2X4 WOOD STUDS !24' or_ SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL ( NON— BRG. ) D1 SCALE. 3/4'-I*-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCIR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GYPSUM B, OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "B (2) COURSE DO NOT GUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE.3/4'=1'-O' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU I/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR.L a m. n W/ WINDOW OPENING H FIBER3LA88 SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNP. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4, 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBGR 2020 ITH EDITION, SECTION R301.13 AND 16099.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (j)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-& UNDERLAYMENT IN ACCORDANCE WITH FBGR W5.I.I.1 OF THE FBGR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. AND RCN. !u LNE I t fw KWA Poo a" LNI rD N• OTP. YL W. nano !AM 2B GAS LINE THRU BLACK euu, Pn•°ram FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9' 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER 84EET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON] 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 V-0- FIN. FLR 8' CMU W TNICK 2 COAT - PORTLAMD CEMENT PLASTER ARM 30 DIRECTLY TO MASONRY WOOD JAM PER PRODUCT APPROVAL IRO. f'ASTENED TO TRACIC ORACIGM w/ PRODUCT APPROVAL REO. cowaTR xb STRIOTURAL I'OR RlS10RCB'IW2 2.6 P.T. LLD ATTACHM TO PILL CELL Y PER PRODUCT APPROVAL RFA MALANT 2 EP.ACKER ROD 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' _2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFSACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE -ENG WD. TRUSS — CONY. 2x RAT RUN SECURED PER STRUCTURAL DETAILS :' / SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/8' GYPSUM BOARD OR 1/1' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS * 24. O.C. 1/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRJSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS cm 0'-0' FIN. FLR a " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBGR 2020 a IT14 EDITION, SECTION R301.13 AND 160SB.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE K5'�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALES 3/4'•I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBGR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.wm AA S: 0003325 a Q � Q W N oms4�g U, IW r W f O BLTBDIV. de WT• ABBOTT PARK LOT #30 BLK #7 PROJECT#U 04181.000-30071 MODE.9 E401 "2828—ENSLEY' GARAGE 8VnNG: LEFT PAGE: DETAILS 160 MPH WrC 17 PRINT 2114/ DATE: 08/ SCALE: 1/4"=l'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR SOW.1. AS PER FBCR WDJJ. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. ER PRE-ENG WD.TRUSS 24' O.C. MAX. LEVA ON 24' O.C. MAX. METAL DRIP EDGE— METAL DRIP EDGE GATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES 0 VENTED oJ+. 5/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED IX2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -41 INSUL. REFERENCE STRUCTURAL 6 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL 3/4' T 4 G BUBFLOOR 1/2' THICK, 2 COAT a j7 GLUED AND NAILED 1/2' THICK, 2 COATS PORTLAND CEMENT Q AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY R MASONRY IX2 FIRE -STOP IfELEVATION IX2 FIRE -STOP — SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD IfIELEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT IX2 P.T. FURRING PLASTER APPLIED STRIPS • 24' O.C. DIRECTLY TO 8'cMu MASONRY 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP — I _ip ri w w 15ATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ix2 FIRE -STOP R-4.1 INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVATION R LEVATION 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' OL. 8' CMU 1/2' GYP. WL. W. WOOD BASE ti G�E E L .a .a 4. 4. W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•1*-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-0078 www.abdesigngtoup.com AA S: 0003325 � A J w b i µ t5 A. gms4g dS �1 OLJHDIV. 8e LOT: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODELe E401 "2828-ENSLEY" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH . C 17 DATE: 06/14/21 S C ALE: 1/4"= f - 0" SHEET D2 TOR 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ T V2' X 8• J-BOLT IW 4' MIN. EMBEDMENT W/ 2' X 2' X V6' WAMIER 4 NUT OR WJ T E X a' ANCHOR DOLTS 7w X Va' WASHER 4 NUT 0 SECURE 2x4 TO BLK W/ 0 I/4' TAPCONS 1 IA' EMBED. a' OG- 4' END DIST. 11/2' EDGE DIST, O Amm O 2X6 GARAGE DOOR DUCK 6EC 1RED W/ (S) V2' X 8' J-DOLT OR ANCHOR DOLM, IW 4' MIN. EMBEDMENT, W/ 2' X 2' X Imo' WAMER 4 NOT. (1)WITHIN a' OF TOP, (V WITHIN W OF THE OTM, (3)EVENLY 8PACED. 0 R O NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER* INSTALLATION INSTRUCTIONS WHERE &=W INSTRUCTIONS ARP MORE aTWe.9 T GARAGE DOOR 1 BUCK ATTACHMENT 3 ec4Lu w•.r-a 8' cm 1/2' ElI'X4' P.T. DOOR 000R L Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME EXTEND 1-1/4' INTO NAILER BLOCK W/ 3/16' TAPCONS C,ASMG MIN. 614AK SIZE .145 MIL HEAD 612E 300 MIN. EMBEDMENT I-V4' WITHIN a' OF EACH END JA16 OR WINDOW 4 IV O.C. MAX SPACING ATTACH TO 2X PER MANFACTUURE6 DETAILS. NOTE, 6NIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A �NDDOR TO BLACK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W/ 3/16' TAP'CONS MIN SHANK SIZE J45 MIN, HEAD SIZE 300 MIL EMBEDMENT I V4') WITHIN a' of EACH END 4 18' O.C. MAX 6PACING, 2)(6, SECURE TO BLOCK WK2) 3/16' TAPCONS MIN BHAK SIZE J45 MIL HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN a' OF EACH END a. C'A! 4 IV OL, MAX SPACING. IR' DRYWALL 2X& ® ❑ 1'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3AV TAPCON6 DOOR CASING MIN. a"" SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 Ia' O.C. MAX DOOR JAMB OR WINDOW SPACN' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +1 1/2" /e1w[NDOR TO BLOCK +1 1/2" 2x4, IZI SECURE TO BLOCK WV 3/16' TAPOON6 (MIN. SHARK SIZE .W§ MIN. HEAD SIZE 300 MM. EMBEDMENT 1 1,14') WITHIN 8' OF EACH END 4 D' O.G. MAX SPACMI3. 2X6, SECURE TO BLOCK W02) 3/I6' TAPC" (MIN SHANK SIZE." MN. HEAD SIZE -%M MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END e' CMU 410,O.C. MAX SPACING. O'DRYWALL ax& CM SECURE TO BLOCK ❑ I'X4' WW2) 3AW TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 IA6' OAS. X 4' MIL MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4'1 DOOR CASING WITHIN a' OF EACH END 4 b' Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 15/18" /11�i IQ011 TO BLACK +1 35/18" 2X4, SECURE TO BLOCK W/ .1 1 ' TAF'CON6 (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 18' Or— MAX SPACING. NOTE, 671QMTURAL 2X MUST BE i).i ® ON OUT6I0E 4 SECURED SECURE TO BLOCK THROUGH NON-6TRUCTURAL WK2) 3/16' TAPCON6 3/14' I'APCON MIL 1-1/4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN d OF EACH END 8' cm 4 18' OL. MAX 6PACING. I/U' DRYWALL 2X& ❑ SECURE TO BLOCK 1'X4' WK2) 3/16' TAPCON6 P.T. NAILER MIN SWANK 61ZE J45 MIN. HEAD SIZE 300 DOOR CASING MIK EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' OG. MAX SPACING. DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +2 1/4" /11/R'iD01I TO HACK +2 1/4" v 2X4, SECURE TO BLOCK W/3/16' TAPC," MIN. SHARK 812E J46 MR HEAD SIZE 3O0 MIL EMBEDMENT 1 1/49 UMT14IN 8. OF EACH END 4 10' O.C. MAX SPACING. 2X6, SECURE TO BLOCK IW(2) 3/16' TAPC," (MIN. SHAH. SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8• C.T1U 4 10' O.C. MAX SPACING. IR' DRYWALL 2X& CM SECURE TO BLOCK Q WV(2) 3/16' TAPCONS P.T. NAILER (MK GNAW SIZE J45 DOOR CASING MR HEAD SIZE 300 MIN. EMBEDMIENT 1 1/49 WITHIN 8. OF EACH END 4 16' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" 8 wrxnnw 'rn wrnrrc ag^ 2X4, SECURE TO BLOCK W/ 3A6' TAPCONS MR SHANK 612E J45 MIL HEAD SIZE 300 MR EMBEDMENT 1 I/49 WITHIN a' OF EACH END 4 b' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST DE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WW2) 3/16' TAP0" 3A6' TAPCOW MIL I-V4' MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a. CMII 4 IVOr— MAX SPACING. V2' DRYWALL 2X6, 1= ❑ 1'X4- SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CABINS MIL SHANK 61ZE .H5 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN a' OF EACH END MENDER WK2JI2d WITHIN 4 W O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" 2ND 7X SECURE TO STRUCTURAL 8' OF EAGN END 4 6' TO a' O.C. MAX 2X4, m SECURE TO BLOCK W/ V4' TAPCON6 (MIN SHANK SIZE J48 MIL HEAD SIZE 300 MIN EMBEDMENT 1 1/41) WITHIN d OF EACH END 4 W Or— MAX SPACING. 2X6, SECURE TO BLOCK W/(2) I/4' TAFCONS (MIL 614AW SIZE J45 MIN, HEAD SIZE JIM MIN. EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 N' OZ, MAX SPACING. 2XA, SECURE TO BLOCK WW2) 1/4' TAPCONS (MIL 814AW SIZE." MIN. HEAD 612E 300 MIN. EMBEDMENT 1 1/4') UNT14N a' OF EACH END 4 I' O.C. MAX 6PACMG. a' cm ❑ I/2' DRYWALL IPX.T'' .4NAILER 1/16' OAA. X 4' MIN �- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16" @LRND011 TO BLACK +3 7/18" 2X4, SECURE TO BLOCK W/ 1/4' TAPC" MIN. SHANK 612E J45 MILL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 IS' O.C. MAX SPACING. 2X6, SECURE TO BLOCK WW2) V4' TAPCONS (MIN. OWANK SIZE J45 MR HEAD SIZE 300 MIN EMDEDMEMIT 1 114'1 WITHIN 8. OF EACH END 4 16' O.C. MAX SPACING. 2X& SECURE TO BLOCK WW2) I/4' TAPCON6 (MIN. SHANK 613E .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN a' OF EACH END 4 IV O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-6TRUCTUR,AL 3A6' TAPCON MIN 1.1/4' EMBEDMENT INTO BLOCK L_V a' cm 1,2' DRYWALL PX4' P.T. NAILER TI' P.T. X 4• MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" /11/INDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J yR o aW� Q LU yq� O m p C BlUBDIV. ad LOT: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 "01)MIIA E401 "2828-ENSLEY' GARAGE BM/ING: LEFT PAGE: DETAILS 160 MPH EA C 11 DATE: 06/14/21 SCALE: 1/4"=V-0" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 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 12123/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 22/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 22/31/2023 16503.1 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 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MIWINDOWS&DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. EX7. DOORS SECTIONAL 2020 FBCR 12/31/2038 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 5/21/2029 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/32/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 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 1Z/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/32/2023 30310.1 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 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: OS/05/2021 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 O W. JW. W SLTHDIv rk LOT: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 "ODEZA E401 "2828-ENSLEY" GARAGE SWINC;: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH FA C PRINT 2114 DATE: 08 / / s c ALE: 1/4"=1'-O" SHEET D4 INSTALL FASTENERS (CLIPS: NOTEL STRAPS, 6TAPLES) AS APPROVED BUILDNIS WRAP REWIRED TO SECURE 814ALL BE LAPPED A MINIMUM OF PIPE/ WIRE TO PRAMMG 6' • VERTICAL LAPS (ROLL WPM LAYER R, ENDS) R 6' • HORIZONTAL LAPS. STUCCO ~ ALL SEA1•B NEED to 0E TAPEDFxx=,-x LATH VERTICAL LAP TO BE I' WITH FORTIBER 614EAT14MG TAPtW LAYER 4, FORTFIBER / BUILOMG PAPER FETAL LATH PREFORMED CONTROL JOINT i �' THICK 3 COAT CEMENTMEMBRANERANGE OP CONTROL JOINTS T �PLASTERPLA6FIM6 OVER 4x4' BE WIRED TIED 70 LATH 0 9' \ WRB LAYER 7, PORTFIDER SEEP -ADHERING MQIBRANE NOT FASTEN 424TIWLLJJOINT TO 00 BUILDING PAPER FLASHING I' MNL LAP •Maiµ LATH HOUSE UARAP R APPROVED1441 N. RONALD REAGAN BLVD WALL EVEN IF STUD EXISTSBETOD EXCEPT STAPLES W/ APPROVED METAL LATH PLASHaJG TO ExTewID ONTO PIPE LONGWOOD, FL 32760 Ne' LEG MAY BE USED TO TEMP. FASTENED ET (VERTJ OG. MAX ( X X 4'x4'6ELF-ADHERING MEMBRA E SECUIRECCTtTIROL JOIN ai SUPPORTS FLASHING OVER APPROVED PH: 407-774-8078 DURING INSTALLATION'�I HOUSE WRAP: www.abdesigngroup.com 'Or —FASTENERS TO BE SPACED UIRB LAYER 9, METAL LATH PLAGMM6 TO EXTEND ONTO PIPE AA #: 0003328 • I' OL. MAX VERTICALLY WCOO SHEATHING WPM LAYER R, i' THICI(3 COAT CEMENT �' CONT. BEAD Q 6EALMIT f STUCCO WRAP I PLASTER INSTALL APPROVED HOU6EW WIP AIR -4 ;, - • / 3.. - - - " '-.'. Fi;� • nN P R LAP oNLr METAL LATH INFILTRATION BARRIER OVER SHEATHING .',�,ti) - ,.4;;;•„*^ �q.. aaf 02RD LAYER P!, PORTFIBER \ I LAIRD LAYER Q, FORTFIBER BUILDING PAPER ELASINISH 7 C COATING OVER STUCCO/ d)ILDMG PAPER C.V. FINISH (8EE TYP WALL SECTION) SSTUCCO URAP I LATH SHALL NOT rw rvL BE CONTINUO!! v ro e• v To e• ° I WOOD "ATMSG SECTION P S CTION ExYrbr Wdre�s�i�iMMn TFRROUGFI CONTROL JOINTS DIJT SMALL /J' Eztanor u of Portland cement plaster BE STOPPED AND�7 shell comply wfth the application requirements of ASTM C 928-18b. TIED AT EACH SIDE. PER ASTM CYW6! PROVIDE 2X4 BLOCKING r MM LATH \ PLACED RAT MAX 6' TO 6' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON LAP. •• 1 ALL LAP Installation of exterior kihirg and framing shaA comply W ASTM C 1083-19a, or ASTM 1787. 4 FASTENERS FOR LATH TO BE NAILS OR- —/ STRUCTURAL STID 2 SOALE. I IR'•I'-p' STARES IN COMPLIANCE UV ASTM C"Ji 2. WIRE TIES TO BE (NO. 10) mm418' UdRE / 2. BLOCKING BFIOLLN MAY BE M ADDITION/ 3, WALL ENDS RUN MAY PER RAN \ 6 VERTICAL LATH 4'x4' SELF-ADHERNG MEMBRANE FLASHING (COMPATIBLE W) HOUSE uMATERIAL) ovER \ APPROVED HOUSE WRAP. y J W. n wu a r �011 kk S N m 1y1F,[� Q0 LL . & PAPER DETAIL FLAeM61a ro EXTdD aNTO PIPE r WOOD STUDS 1' OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE PENETRATION FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4 x4' NOTE: SHEATHING KELP-ADHERNG MEMBRANE SIDE LAPS OF METAL ,j OVER APPROVED PLASTER BAN& O"M" TYPE CONTROL JOINT THP. EY WIC PLA6F%RYa TO EXTEND ONTO PIPE PRAMMG SMALL BE TIE PAPER `~`'``.: BETWEEN SUPPORTS W WITH 004'ISAK (12I-MM) STUCCO kLAP • LATH CUT AND OVERLAP ONE 61DE OF URE AT INTERVALS NOT s• LAP a PAPER SELP-ADHERNG MEMBRANE F. MORE THAN 8' (228-MMA FLA81-0NCa CUT AND OVERLAP ONE SIDE OF O A5 PER ASTM C 069. STEP ry STEP 02 FLASHING L SHIN NERING MEMBRANE L R ID aYYlO • Pr. A O L POW HIMM • f•f. A O 2a.ma•FT5 PIPE PENETRATION DETAIL (FRA" IE) FOR REPAIR OF TEARS ® ® HORIZONTAL LATH DETAIL M Y El LAYERS, TEAR' 3 A MAY PATCHED & PAPER DETAIL MR MA WRAP TA PER PE N.T.S. !PEG OR PCEL 4 a STICK WOOD SHEATHING OL Pa O NWA10 . ® L R LD naNO . R. A e OR CMU M. E.aR,aet. rt.5 LCRIAN•Pt. S WRB LAYER RI, R.CIwAM • Pr.c STUCCO WRAP (FRAME ONLY) ■ CNIAN • Pr. C L PCLD FT.O CYER M. 5 TILL M. C TO-Ni THICK, 3 COAT CEMENT PLASTER (FRAME), GOAT LEGEND �. CEMENT PLASTER (GMU) Ri '* METAL LATH (FRAME ONLY) ® ® ' LAP WRE, 4 TAPE OVER DRAINAGE PLANE (WRB ;� ® " ROOFyUTALL SCREED TM � "f � LAYER 01, STUCCO WRAP) BPI art. i' THICK 'J COAT CEMENT Z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER #2 (FORTIFIBER ...... PLASTER fPR•TR,w•TCOAT Z GALv. METAL FLASHING cB•o(T FLAWIM fa•w URB LAYER n. FORTFIBER WALL SHEATHING) ;� AL ROOF DECK, NOT B D G P P R WALEATHING) Bu1LDINi PAPER fIRM<ONLY) Wm 'IMETAL LATH LAYER, � CAP SHINGLE - DO NOT NAIL, X-X-X-X STucco URAPf1RAr[ aan INSTALL WITH ROOF CEMENT BVHDIV. & LOT ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEL' E401 2828—ENSLEY" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS L�LA,af.a al1.� 1- MPH QYW NALM PLANRa. sTCP l" I .. STUCCO pal" ON Clu ROOF CEMENT WOOD OR 71/161I ZIP WALL Rea aLALLq YAIi I ROOF PER ELEVATIONS SHEATHING , j Y � Q!i R.ARNRId (.LR �yL a SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION NO W723 Pdr M«ilA,1'ENT —"TM To W.V. feeo OR 9CLDNK29-HL= R1031.1 / ASTM C-641-14a MIN. 2.5 LBS. PRINT 11 � STALL Tl "a°°" PER SQ. YARD (UTILITY OR NOMINAL SCALAR:l/a11/20'• ORP maa an...F,•. 6EAT11�PECWAANCAUY P•a*w w•a' S „ „ LATH DOES NOT MEET SPECIFICATIONS) SHEET .ASTIN4•°�^� L FLASHING TnT N.7.S. tl tl A 1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEO.UENCE OF FLASHING TO BE, I'_ X: 1. 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 i WATER AWAY FROM JOINTS. 1X�I E-Z BEAD ALL AROUND ' VENT -APPLY SEALANT ALL i X JOINTS AND INTERSECTIONS ' I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. JW CAULKING a JOINT ALL AROUND PER SECTION R703.7 Extedor lathing and plastering BACKER ROD Exterior use of portland cement plaster shall comply with the application .X. 1 1 - requirements of ASTM C 926-18b. Installation of e)dedor lathing and framing I T shall comply with ASTM C 1063-19a, Or ASTM 1787. WRB LAYER •I, STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT il PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER'1, STUCCO WRAP LAYER 4, FORTIP15ER BUILDING PAPER c�aTucnoN �METAL LATH a' CMU VINYL CASING DEAD W RAISED BAND $' TON Mln-,u L nee amen 6' ODE STRIP SELF ADHESIVE FLASHNG, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WjSTONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '7/Iro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.7.1 / ASTM C-84'1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING 10e WRB LAYER 01, UNIT STUCCO WRAP PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) RTIFIBER �— BUILDING PAPER TOPLANT 4 SIDES I I I\/I _��. THICK, 3 COAT CEMENT 6B DRYER VENT (BLOCK) \EEFED ALL UX= CONSTRUCTIGN 6' SELF-ADHESIVE FLASHING a' CM � BUILDING PAPER OVER 'QUICK WOOD FRAMED FLASH' F_ — — — —I WALL _ HORIZONTAL WEEP SCREED PIPE THROUGH / • WALL % ( FRAME TO FRAME) 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO s+l�cf+ Iv Iccl..clrc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 1 I APPLY STUCCO SCRATCH COAT AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM '7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING ALM LAYER M, STUCCO WRAP 'UPS LAYER 4, FORTIF15ER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX K' TO %rI' MID•WALL wEEP xREeD 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK S' WRB LAYER sl, GUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION 77 CUT 'X'INTO WRB LAYER •I, SELF -ADHERING /\ STUCCO WRAP MEMBRANE FLASHING LL9APPLY SELF -ADHERING WOOD SHEATHNG I MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER fl STEP #1 STEF #2 APPROVED HOUSEWRAP WRB LAYER'l, BELOW STUCCO WRAP CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, 7149 _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER STEP #3 STEF 04 APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEF #5 STEP #& l 9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 rn W qms 1 � it p� pU scrlaDly ae ' T: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEL. E401 "2828—ENSLEY" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH fV. C PRINT 214 DATE: 08 / / 1 SCALE: 1/4"=1' - 0" SHEET WA.2 WOOD SHEATHING WRB LAYER C, STUCCO WRAP Wpp0 WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER 'Yi HAT CHANNEL J' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAE. • TOP OF WEEP 6CREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING WRB LAYER ry, STUCCO WRAP ]' THICK, 3 COAT CEMENT ` PLASTER ' i FLASHING FLASHING WRAPPED WRAPPED •TOP OFWEEP SCTO SWEAT14MG BELOW z- Um LAYER 44, STUCCO WRAP Tc ' ' WR5 LAYER -2, FORTIFIBER ..... _ N1 I BUILDING PAPER '-SELF-ADHEREING d UM LAYER N, / FLASHING WRAPPED STUCCO WRAP ,� • CORNER OF CANTILEVER ,/ n 4' POSITIVE DRAIN AMICO AM66-WFWC-T6m I J / CUSTOM CASING BEAD - 2 lieee ar-xen NO GAP M FIELD (Sl FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD r1 DTL. ® CANT. Flo"] hSCALES I V2'.I'-O' NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / A5TM C-84l-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I 3/4 RESILIENT HAT CHANNEL ` VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH I' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORRNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER •2 I' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER 4' POSITIVE DRAIN WEEP SCREED I NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER 41 WEATHER RESISTIVE BARRIER 4 ,' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @lbRIP EDGE INSTALLATION EXT. WOOD FRN'EC WALL GUS-FLOOR DECKMG PRE-ENG'D TRM WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE. BARRIER 4 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHMG- (611 FOR CLARIFICATICN OF SEPARATE ACCE660RIE6 ONLY) I EXTERIOR Yi GAP FOR BACKER EXTEItlOR GRADE 1 NOR ROD t SEALANTDRY — ALL Ij� 41 R3 COAT CEMENTASTVINYL CASING BEAD YINYL GOIBZER BEAD -VINYL CASING BEAD LAYER PROOFING, Ist. LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 TICK) METAL DRIP EDGE SET IN FULL BED OF PEEL 4 SAMIN. STICK DRP SPPACECE FROM M DRP EDGE TO FACE TO TREX DECK )I W GAP FOR BACKER I IPXI Yi P.T. OR SIMULATED I ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL GA61NG BEAD WATER PROOFING bt WEEATH1 RE616TIVE LAYER (2 LAYER PEEL 4 5; BARRIER'S STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER +'�'• 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE -- SET IN FULL BED OF I )J XI 3i P.T. OR SIMULATE SEALANT• J6' MIN WOOD (TREX) FILLER SPACE PROM DRIP GONTMLIOU6 FACE TO TREX Yi GAP FOR DACKE VINYL CAGING BEAD ROD 4 SEALANT WATER PROOFING IM FINISH LAYER (2 LAYER LAYER (2 LAYER FEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT GUNNEL CANTILEVER COAT CEMENT PLAS R3 METAL LATH S/S' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PANTED MEATIER RESISTIVE BARRIER FINISH MEATIER RE616TIVE COAT CEMENT PLA6 BARRIER .2 R3 4' P061TIVE DRAM WEEP ACREE12 VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARPICATION OF SEPARATE ACCESSORE6 ONLY) BALCONY DRIP 11 EDGE INSTALLATION PLUM SHEATHING EATHER RESISTIVE AR\\RIER '1 EA7HER RESISTIVE ARRIER 4 SAP. \ -EEL 4 STI`CIC 116'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, IS' MIN. SPACE FROM DRIP FACE TO TREX /— \PEEL 4 STICK ® FLOOR I )J'XI )SP.T. OR SIMUL, WOOD P.T. FILLER CONTINUOUS XW GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL VINYL CASING BE 5/6' TYPE 'X' DRYWALL WREXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 ECOLUMN -COLUMN OLUMN SHEATHING L E G E N D ib' Si -I)'x3•'L'FLABHING DRAINAGE PLANE (WR5 'FULLY EMBEDDED IN ROOF CENT LAYER 01, STUCCO WRAP) I )J' X 3' 26 GA GALV. METAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER ...... — — SET IN FULL BED OF SEALANT, YU'MIN. 5UILDING PAPER) SPACE FROM DRIP 'FACE TO TREX YMYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 1/16" ZIP WALL i' THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN ie:eP a �eeen VINYL CARTER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CG18 BEAD BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/"L" FLASHING) SCALE NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER 2 1/2' CCEA2 FASTENED TO SHEATHING n7.;a. i..'.:a.' ? `°. • T' O.C. MAX. 'i WRB LAYER 9, i. STUCCO WRAP �i UIOOD SHEATHING METAL LATH WFB LAYER Q, FORTIP15ER BUILDING PAPER 1TA CORNER BEAD ® FRAME 114 2 1/2" 4-- CORNER 5EAD (FASTENER 4 SPACING m l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B\CORNER BEAD � BLOCK WR5 LAYER M, STUCCO WRAP WR5 LAYER 4, FORTIFIBER BUILDING PAPER—-—, METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING WINDOW FLANGE WRB LAYER 02, FORT BUILDING PAPER — METAL LATH i' THICK, 3 COAT CE( PLASTER C &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15B CASING BEAD 0 WINDOW ( FRAME, NO BAND) WOOD SHEATHING WR5 LAYER "I, I STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED a- THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 � Ia a J a o V ul ~ Ui C 2 A W O EABB 3DIV. rk I.OTOTT PARK LOT #30 BLK #7 JECT# 04181.000-30071 UODEIA E401 "2828—ENSLEY" GARAGE 8`1111 G: LEFT PAGE: WALL ASSEMBLY DETAI S %160/4PH M. C A' GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING GASING TO TRIM METAL LATH IX TRIM MEMBER ATH LEGEND � WRB LAYER M, •STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 02, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PAPER LAYER M, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIBER WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER t+ a , WRB LAYER MI, BUILDING PAPER) STUCCO WRAP METAL LATH METAL LATH x—x—x—x I i THICK, 3 COAT CEMENT ! WRB LAYER °2, FORTIFIBER STUCCO LAYER p WRB LAYER P STUCCO PLASTER BUILDING PAPER STUCCO WRAP 6' ZIP WALL &'SELF -ADHERING ` CASING BEAD WOOD OR 1/I SHEATHING FLASHING i METAL LATH �•., 1 THICK, 3 COAT CEMENT &' SELF -ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED �IEXPLODED 8� FLASHING OR PEEL 4 STICK CASING BEAD `_: VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BEAD .= ----------------- \` 18 J' THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE WR5 LAYLLEAFR 01, ; ' METAL LATH ; STUCCOi VINYL ANGLED ILIOOD BEYOND CASING BEAD „r WOOD BFEATNMG I UMATWRB LAYER 02, FORTIFIBER BARRIER BUILDI PAPER ; UEATHERReelenve s�i WINDOW FRAME f i METAL LATH '.� j� xtlEr: LAPeI°a+� ��\\ 6,�� RIN%G / -- WRB LAYER 02, FORTIFIBER I ••'� I FLASHING BUILDING PAPER THICK 3 COAT CEMENT ±_ A° eELF-mHERtr► I Ll PLASTER i FLAW_`eAAT�NEERRESISTIVE { E-Z BEAD VINYL CASING I it - STARTER STRIP / \ WEATHER RESISTIVE I (W/�a' FLEXIBLE PVC BACKER ROD) ; & 'SELF -ADHERING J \ \ BARRIER MI i FLASHING I I `� y W SELF-ADNERMG I I 1 i FLA6WW3 i \ r GALVV METAL I Z RASHIM DRIP GAP i Z' �++ i WRB LAYER M, STUCCO WRAP, i I xO6. GIMMULLAATE0 � � WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE eru�toCAsrt+G:' / i Co' SELF ADHESIVE FLASHING CASING BEAD ® WINDOW °� Iui3cD`nrEr �°Ia I WOOD SHEATHING (FRAME, W/BAND) `� SEAL GAPW/CAIAKNG 2X FRAMING 15C �� ° MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME----------------------- ------------------------- 191 TRANSITION Ya° GAP TYP THICK, 3 GOAT CEMENT WOOD SHEATHING NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH METAL LATH R103.1.1 / ASTM C-841-148, MIN. 2.5 LBrv. I 1 PER $0. YARD (UTILITY OR NOMINAL I WRB LAYER 02, FORTIF15ER LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER WRB LAYER •I, ; WINDOW FRAME ' STUCCO WRAP WOOD SHEATHING I WOOD SHEATHING I I WRB LAYER 02, FORTIFIBER p�DOm flErcTKxr •• SELF-ADHERM6 I I BUILDING PAPER i Wlpppp gTHpy� ��HO I WRB LAYER "I, TIVE WEATHER RESISTIVE THICK, 3 COAT CEMENT I WE STUCCO WRAP BARRIER �\BCRMATWR RETOSLAP PLASTER eaiRERRESISTIVE ice/ \ i•MM.ABOVE TOP I I OF W FLASHMG WRB LAYER 02, FORTIF15ER %MEvLALPeIDInn G (RATHER RESISTIVE I , VINYL ANGLED , BUILDING PAPER W SELF-ADHERMG I BARRIER -1 I WRB LAYER "I, ; F.AeHIW. _ \ WEATHER RESISTIVE CASING BEAD METAL LATH \ / DAIOeERa STUCCO WRAP , VINYL CASING BEAD i STARTER STRIPGALYD (EXPLODED � THICK, 3 COAT CEMENT I I 7*PLASW &' WIDE PEEL < STICK I VIEW FOR PLASTER \ opt i WINDOW FLANGE OVER FLANGE 1 CLARITY) GALV'D METAL WEATHER RESISTIVE Z' F.AI IISICs BARRIER M TO LAP I I , E-Z BEAD VINYL CASING TEi a= R cF FLU 1 TRIM I 2X FRAMING (W/W FLEXIBLE PVC BACKER R80N I E•z eem VMrL CAenWa Y' X •' elI� ATEp MEMBER (W/%• FLEXIBLE Pvc / , uuoD TRW'( MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; r�RADDWER)MG ` / , I FLA6WM SELF-ADHERIN� FLANGE < BUILDING WRAP CASING BEAD (9 RAISED 7F.ASHMGDCOAT �, ALGAI,IIYCAWLKNG BUILDING �f°ENT PLASTER \ +�- I OR APPROVED SEALANT WRAP WRAP , 1 ^ BE�- (FRAME) DER FESISTIVE �ER RE616TIVE ( ti SCAL-0' e.zBEmvlrm cmllu� ---------------------------------------------- uE'AT ER RESISTIVE BARRIER n (ww FLEXIBLE P✓C BACKER ROD) ® SIDING DRAME OTO FRAME °�11 aeleTlvE 1 n /` E Z BEAD WINDOW C AS I N G � � TRANSITION b n 1 O 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774,4078 www.abdesigngroup.com AA #: 0003325 a yM o Q 1Luu� Z y Q Q SVSDIV. Ae LOT: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEIL E401 "2828-ENSLEY" GARAGE S IITTG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH Ap . C !- SHOULD BE TA N IN KEERNOTHE —PROPERLY e'MD'w ALK ED. VENT PIPE IS SEALED IF — NAIL IN PUCE 3HOMIIN I' OALVANRED USING 1-1N' NMLS AT EACH CORNER. RODFWO CEMENT SH BE APPLIEDW—SNNGLEEDGESNEARTHE WTFR EDGE ANDAROUND THE ENTIRE PERMETER AS CVT OUTTHE GOOSENECK VENT OPENING IN THE ROOF RECOMMENOEDINSEVERE NEATHERCO43TA1 SMFATHWG. SIZE THE OPENING IN ACCORDANCE WITH THE CHANT SHONM. IN THE EVENT A MECH I— VENT FAN IS CONSTRUCTION ZON•.S. USED, SIZE THE VENT OPENING IN ACCORDANCE KITH VENT FAN WNUFAC W'S PI. - INS XTIONS, W NOT CUT INTO TRUSSES OR RAFTERS NHEN CUTTING THE OPENWIN THE ROOF. I'—= REIINWE INTERFERING SHINGLE NNLS AROIMD THE PERIMETER OF THE OPENING SO THAT T11E WALING FLAIUiE OF THE VENT LAYS MAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FIANCES OF TIE VENTI P MD UNDER HNGLE S.ALLOWTHEBOTTOM VENT FLPNDES TO UYW T THE TOP OF THE 3HINGLEB. FE-I�D� ROOF HOOD VENT DETAIL SCALER NT CUT AT, APPROVED NCUMV P OVER SHEATHMG OVER BD STW WALL HALING FLANGE JAMBS TDA�OwiRILY — FOLD -UP SECURS HOUBEBRAP tom TUCK FLAP LINOM At W40 r FOLD HOUSEW IN AT JAT'DS 4 SLOPE SILL RO. TO EXTERIOR -� \ 4' STEP 1 STEP 2 ImLo ASHING MIN v PL I' BeLOU $ILL \7/\ RbcIBLE PL.4SH81G DO NOT am BOTTOM PIN STEP 6 ASPHALT PLASTIC CEMENT MOLDED MOUND BASE OF PK AND OVER FLANGE ALIGN FLASHING W/ MT. EDGE CP SILL MO. P ECIA&P CALLY FASTEN PANND EDGES.(CAP NAILS. STAPLES) INSTALL OUPONr FLE)NRAP AS % FLASHING AT M FOLD NOUSEYRAP DOAN N TAPE DIAGONAL CUT . ACROSS HEAD a WHOM PLUMBING VENT DETAILS ALE. NTS IPPLY q' :ONTINUOIS 0 SE.ALAN AU OO AMC IPPLY TO IRDOU NA LAND! IN 'RS-MND IDLES OR INSTALL SV WIDE ADHESIVE - SACKED FLEXIBLE PLASWIM MATERIAL OVER DRIP CAP JOINT(FROTECTO-WRAP DT-2004L a EOUV) STEP 8 WINDOW FLASHING INSTALLATION DETAILS Q (FULL WRAP) SCALE: NTS UNDERUIYNENT --,, II ASPNALT ROOFING CEMENT IFASTNERS. N OFCENTERLINE _— i-EXTPA FASTNERS IN ENDDFSHINDLE _,—..NDENDSHNGLE AT LEAST I2-BEYOIO VALLEYCENTERLINE —I' CLIPPED OFF I—INERAT46DEOREEI s FRW VALLEY CENTERUNE ROOF VALLEY DETAIL SCALE, NTS APPLT 001 H2U (O EQUAL) SEALANT I PLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-Sa OR EOILLLA 8LCPE BILL TO EX L IT D THE CONTACTORS IESPRISIDILTY TO VERIFY THE COMPATIBILITT CP ALL PRODUCTS IMMADING HOUSEYAeAP. SEALANTS R SELF-ADNERM R-46MM MATEMALB USED DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MAMPACTURM WRITTEN 8PECMATIONS W90tlIKU. SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE. NOTE: LEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1195 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOT AIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING AL INTERIOR PERIMETER OF WNDOW WITH SEALANT L IT IS THE CONTACTORS REGPONOWLTY TO VERIPY THE COMPATIDLLITY CP ALL PRODUCTS MCLUDMQ, SEALANTS E SELF -ADHERED PLASHMG MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WI DOUS NO DOM CPENMGB SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURE" INSTALLATION INSTRUCTIONS ' AND APPROVED METHOD U OF FMC R108A U IN ACCORDANCE WITH PENESTRATION MMAPACTUERS INSTALLATION AND PLASMIJ� J � INBTRlCTIONB. We3slEJOL SEALANTS MAY REACT ADVERSELY I NOT COMPATIDI.E. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 y WEBB aL�i sURDIV. de LOT ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODET- E401 "2828-ENSLEY' GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH C 2021 PRINT DATE: 08 14 21 SCALE: 1/4"=V-0R SHEET WA5 /��� / :// \ \ 1/8' TEXTURED FINISH * WOOD, ` 00 1/2* TEXTURED ------- --------------------------------- i---------i i - - - --- - - - 2x6 SUB -BAND NISH CMU I W/I'x4' NOTCH ® METAL LATH /-------------------------------------------- END, WRAPPED IN / PEEL :STICK METAL FASCIA WRAP WOOD SHEATHING OR cm / 1` I DRIP EDGE SSnICUM C0 WRAYER P(FRa IE ONLY) I / i\ I \ = WRB LAYER -2, FORTIFIBER f--------- ------ , ✓/ l/8' TEXTURED I �\ BUILDING PAPER (FRAME ONLY) FINISH 0 WOOD I 2xS &a BAND "� RooFiNG CEMENT \ 1/2' TEXTURED \ FINISH s CMU / \ DRIP EDGE \�\ METAL FASCIA Ye, \ METAL KICK OUT G ©PLAN B SSTU V FROM ` ---------- WOOD WALL \ EXTERIOR WALL `\\ (FRAME OR CMU) `\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) �- \�� \\`DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATiQN ®PL/4N A i— I ' TEXTURED FINISH 6 / WOOD, 1/2' TEXTURED FINISH o CMU '-, 2x& SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 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'-S' O.C. MAX. 2x SUB -BAND WA4'x4' NOTCH tv END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x i 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 ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tk'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY JUN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 04 r$� n W � ; Ion 1.4 BVHDIV. de LOT: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEL E401 "2828—ENSLEY" GARAGE awn C;: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH M. C 2021 PRINT 2114 DATE: 08 / / S C ALE: 1 /4" =1'-0" SHETH E�TT dY /� 6 4" CONC. SLAB 23'•0" 12'_2" 10'-10" 2'_6" 12'-6" 10'-0.. 5'-0" 0'-0" TOP OF SLAB 19'-6" F TE 1 4" CONC. 3,$,. I SLAB I m FM-i6x18 I a r"8'_0" 1 ILLED CELLS 16" O.C. MAX LINO FM-16x18 EXTEND -I 4" PVC SLAB 1 1/2" a CHASE � � R I � 4'-i til 33'-11" UP T02ND 0'-0" FIN. ELEV. FLOOR (FIELD FIN. CONC. SLAB VERIFY EXACT LOCATION) W #3 BARS 8 T-0" ONG 1.1 CWC-12x1 W/ 10" HOOK EXTEND I 18" O.C. I I r 5 /2" O iS iB 5 3'-2" 1'i w I 1" PVC ( CHASE O I 8 FOR ELEC. rn I 1.1 @ ISLAND I I CL ILL I I LS FM-20x18—� 27'4" ° 10'4" I 4 4 11 1.1 ,,, 1.1 FM- EXTEND FM-16x18 Fi-24X24 L6x18 SLAB 1 1/2" — — 3 114 CONC. F1-24XN SLAB w ¢ 2' 8" 16'-0" ;.,> 2'-8" " 3'-5" I awl I -3 1/2"* FM-12x18 I ----� v I �I ,A ,�. 4-1"I 1.1 1. 4 FM_16x18 19'•4" 5'-8" 13'•0" 38'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" L FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2, TOP OF FINISHED SLAB SHALL BE + 0'4', 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'4', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATES #5 BAR, CIINDICATES #6 BAR,ONDICATES #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: Pm = 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 W WM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 616 WIA4 WlA OVER GENERAL 31/7 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTIN SCHEDULEo T�G EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMA 2x18 12" CONTINUOUS 18" (2)#5's FMC-1208 12" CONTINUOUS 16, (2)#5's #5 IN CURB VARIES FM-16x18 16, CONTINUOUS 18" (2) #5's (+)01-0" FMC-16x18 16" CONTINUOUS 18" (2)#5's #5 IN CURB VARIES TE-1 8" SEE PLAN 8" (1) #5'. #5 IN CURB (-)U'-4" CW-12x12 17, CONTINUOUS 12' (2) #5's (2) #5's CWC-12x12 12, CONTINUOUS 12" (2) #5's (2) #5's #5 IN CURB F-24x24 24" 24" 16" (2) #5's (2) #5's (+) 0'-U' FMC-20x18 20" CONTINUOUS IS, 12) #5'. VARIES FM-2'XI 8 20" CONTINUOUS 1 16, 1 (2) #5's I I (+)0"-0' 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.eom L AA M 0003325 J 4 Q Q a aUDDIV. ae LOT: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEL E401 "2828-ENSLEY" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 160 MPH . C MIN. EACH WAY C MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED }} STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d a CELL SEE PLAN FOR SIZE AND I ° SPACING REQUIREMENTS S SPACING REQUIREMENTS GARAGE DOOR w ° 1 p - RECESS m FM w ° i 8" CMU WALL 8" CMU WALL I , CORNER BARS, SAME SIZE AS LARGER BAR w w 6 g ° .I IN FOUNDATION WITH 30" LEG EACH y y +- 0'-0" TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I .. SO THAT THE STEEL REINF. IS CONTINUOUS I TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS � CURBFOR EXT. PORCH SLAB 7A6ND SEE SLAB SCHEDULE DIA. FER( -STORY) PORCH SLAB -V S ARIE SEE SLAB SCHEDULE TOP OF GARAGE CHAMFER (iSTORY) ' g o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE :d, MASONRY UNITS SET AT ELEV: W/SOTIONFER JOINT (WHERE (2-STORY)°EXT. #4124 '4 W/1/2"ISOLATION L' 6" CHAMFER (2-STORY)APPLICABLE)EDULE #5 30" JOINT (WHERE •SEE gppLICABLE) c. SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE �° z FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST QUANTITY ANq BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #� ar' #7 MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1EXTERIOR SCALE:3/4"=1'-0 SCALE34"=1'-0" GARAGE CORNER BARS DETAIL DOOR OPENING q SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W! CONC. Z o POURED CELL S h 6" CMU 5 a 4 RBEBAR @24" O.C. CENTER OF STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND z 5 SPACING REQUIREMENTS NEW REINF. BAR 2" CAPPED S u'i SECURED W/2-PART rc'g EPDXY. MIN. EMBED a I o GALVANIZED PIPE W/FLANGE BASE s 8", UNO a FOLLOW ALL MANF. m w Q J 4 4" CONC., REINF. W/ y SPECIFICATIONS FOR I.#10 w M .8 6" 6'kWWM ON gs USE AND PREPARATION OF �, F' CMU WALL 6-MIL POLY ETHYLENE zW p 4„ 4' HOLE. w VAPOR BARRIER ON i • I� t -0 WELL -COMPACTED SECURE FLANGE TO b TOP OF SLAB a a _ CLEAN FILL TERMITE SLAB W/(4) 1/4" X 21/4" O}. I� TREATMENT SHALL BE TAPCONS BORA-CARE e SEE SLAB SCHEDULE , CONT. #4 REBAR 4"CHAMFER (1 STORY) o f ISOLATED" COLUMN PAD < F2) 6" CHAMFER (2-STORY CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH #5 REBAR ON CHAIRS _—_ FOUNDATION AND SLAB SEE SCHEDULE 1Z' MIN. DEPTH INTO z rc 2,000 PSF VIRGIN SOIL OR 95% FOR WAD, BAR SIZE AND BAR QUANTTY VIRGIN OR ENGINEERED SOIL ? nQ COMPACTED SOIL SLAB HEIGHT LESS THAN 3'b" PER PLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP MONOLITHIC FOUNDATION FOOTING AND COL. PAD J V % FOOTING W/ BLOCK WALL SCALE:34"=1'-0" SCALE 3l4"=1'-0 SCALE: 34"=1'-0 1 A SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" Or BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM, Zx4 OR 2x6 WOOD BEARING WALL W! BY P No 2 STUO.S SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING OF WALL W! PLAN PROVIDE BLOCKING BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W/1 Dd MASONRY BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE SLAB W/1Dd MASONRY NAIL NAIL 16" O/C STAGGERED. 16" 0/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. �' 8" CMU FILLED CELL (TYR) SLAB SCHEDULE 2X WALL FRAMING +- [SEE SEE SLAB SCHEDULE 1/2" DIA SIMPSON STB2 BOLTS 5" TOP OF SLAB MINIMUM EMBEDMENT INTO `� < TOP OF SLAB .4. GRUTED CELL, 4" FROM ENDS AND 16,10 O.C. VERTICALLY MAX • a . SEE SCHEDULE EQ., EQ, SEE SCHEDULE--— ZE FOR BARWADQBARQUANTITY AND BAR QUANTITY FOR WkD, BAR SIZE � � AND BAR'QUANTITY INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL R FOUNDATION :34"="°" (::D9!N][��SCALE WOOD WALL (NO UPLIFT) SCALE 34"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407.774-6078 FAX 407-7744078 www.abdealgngroup.com AA A OOD3325 p� G lu J 2L W �E 5 aunDiv. & LOOT ABBOTT PARK LOT #30 BLK #7 PROJECT* 04181.000-30071 MODEL- E401 "2828— ENSLEY' GARAGE OWING: 1 LEFT PAGE: DETAILS 160 MPH . C TIE VERTICAL REBAR OHORIZATONALEBAR W/10"OOKROUTED BOND BEAM r�R. TIE VERTICAL REBAR �c- VARIES PER ELEV. TO HORIZONTAL REBAR W/ 10"HOOK GROUTED BOND BEAM VARIES PER ELEV. ° #5 BARS 0 0 � m -_- 10'HOOK B" S CLEAN OUT REQUIRED lo FOR INSPECTION a � a 0'-0" FIN. FLR. , • - TIE ERTICAL REBAR 1 TOHORIZONTAL °1� ❑ § REBAR W/ 10" HOOK �— BAR SIZE 48 BAR DIA. °. -. o � U #3 18" #4 24" CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES 36, #6 36" OFFSET METHOD BAR SIZE 48 BAR DIA. CONTINUOUS �k #7 42' METHOD 24' ", �} MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 30" `, 3 SCALE: 3/4"=V-0' REINFORCING 2 REINFORCING SCALE: 3/4"=1'-0" #36" #�S 4r' _ SCALE: 3l4"=1'-0" 1° SON I NEW REINF. BAR I SECURED W/2-PART EPDXY. MIN. EMBED UNO g FOLLOW ALL MANF. o I SPECIFICATIONS FOR USE AND m w PREPARATION OF HOLE. d STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=V-0" JUN 1441 N. RONALD REAGAN BI LONGWOOD, FL3276O PH: 407-7746078 FAX: 407.7744078 www.abde$igngroup.com AA #: 0003326 F Z QLu aIVSDIV. & LOT ABBOTT PARK LOT #30 BLK #7 PROJECT* 04181.000-30071 UODEU E401 "2828— ENSLEY" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH A C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER 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. B. 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 6 DESCRIPTION REMARK O (2) 2X8 BEAM SCHEDULE EZZMW 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 (fe SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 1) (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 0,11) (1)#6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngroup.com L AA #: 0003325 o J LIS 0 dS 0 w 11129 aLnmm as LOT ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 HODELA E401 "2828—ENSLEY' GARAGE 81111111 LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTE 160 MPH C NO PRINT DATE: 08 14 21 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK- 3V'TVPICAL #5 BAR IN BOND BEAM — CORNER DE� RCING OF BOND BEAM SCALE: 3/4"=1-1' OPEN FACE SHELL $O AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=T-0" 9 tANP�O 0Q NON PLACE STEEL REINFORCING (1.2) AS DEPICTED HEREIN. ras F1�� a� e° NOTES TO THE INSPECTOR/CONTRACTOR 1. 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 05 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. �Fj F = FILLED W/ GROUT U = UNFILLED OMINfIDTH ((�� # OF #5'S, IN 2ND BOND /IDTH / BEAM COURSE 16-1 T/1 M/ B NOMINAL�� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND SEAM # OF #5'S, BOTTOM AND XFXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 31AP WINDOW SILL Z f SLOPE TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION w SCALE: 1 1/2"=1'-0" SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL - BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3l4"=1'-0' TYP, U'x6' Ioj BOND BEAM TYP. B'kt6" Io BONDBEAM 8xl6 DBL. BOND TOP OF BEAM W/ (1) its BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .y. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND 'OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BARD LENGTH OF BAR =WIDTH OF MASONRY OPENING-7' BEAM DESIGNATION OR r� 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'1Y' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno . sa WOODSECIION FAs19Ei SPACING d. =2' MIN, 2 }" MAX s.=2 t"MIN, 9"MAX s =1 } MIN, 2 }" MAX ea = }' MIN, 2 }'MAX d. =2' MIN, 2 }" MAX s. = 2?' MIN, 9' MAX Mae }'MIN, 23'MAX ea = J' MIN, 2 }" MAX d. =2" MIN, 2 }" MAX s,=2 t"MIN, 9"MAX }J'MIN, 2}"MAX ea=*'MIN, 2}"MAX '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 j" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 Ni RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 oe a �a a Q W ~ LL 0 F Q IN, V ABBOTT PARK LOT #30 BLK #7 PROJECTIp 04181.000-30071 MODET- E401 "2828—ENSLEY" GARAGE BTFMG: LEFT PAGE: DETAILS 160 MP C PRINT 06 14 21 DATE: / / SCALE: 1/4"=1'-0" SHEET %s2.1A 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER 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 B" FROM THE CENTER OF THE COLUMN. I -----------I FIRE I LOP L— — — — — — _ J FLOOR —�, 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS I M- ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOODI DRAFT STOP �I 1 PRE-ENG. FLR. JOISTS''I'j1,{�\yI II I 2X4 NAILER FOR I DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 114" = V-0" HU48 JUN 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdesigngroup.com k AA #: 0003325 O W I; J Q y� F 0 � a BUDDIV. & L,OT ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODELA E401 "2828-ENSLEY' GARAGE 8WING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH . C A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) IDd x 1 }'NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3�' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' 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 G 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) S ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb lc TYPICAL TRUSS/ SCALE 3/4'=1'- ' GIRDER CONNECTOR(S) SamBACIO3t BLOCK T19(MOE8S 4500 3/4" WOOD PANELS 6000 (2) 1/2' WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1r7 GYP. WL. BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN %�,I-JOIST CONNECTION @ L.B.W. *-CALE:3/4"=T-0" (NO UPLIFT) G 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 "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \--A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HO TO CMU AND (12) SDS �' x 2 �' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) SDS }" x lX2, 2x WOOD FASCIA W TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) J' x 57ITEN HD TO CMU AND (18) SDS *'x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d 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.) TYPICAL ROOF S2as(F�GIRDER CONNECTOR(S) -CAL LSTA12 20 GAUGE W/ 10dxl/2 HDG COMMON NAILS. G EACH END TOTAL OF 10 8 BACIUBLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 80 (2) 1/2" WOOD PANELS 90 2x LUMBER LVL/IJOIST WITH BACKER BLOCK HTT4 W/ E MINT' EA TO SLAB 2-1/Z' NAI POSTTO ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE: 314"=1'-0" 6-0- MAX (wl X4) Oft 10'0 MAX (w/1X4) MAX.,"OR 2x4 BTM. CHORD BRACING 10'4" O/C MAXSECURED W/ (2)1Od COMMON NAILS AT EACH CHORD INTERSECTION TYP. �,� BTM. CHORD BRACING V SCALE: 3/4"=1' 0' PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. Z' COVER & 2" APART REPAIR OF MULTIPLE MOISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=T-0' 3 lx4 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 OR BT W/ 24" MAX. W/ 8" MAX. END SYP, P.T.T T (JOISTSPACING FRONTSEE FRAMING PLAN LEDGER 224" END E LEDGER 6 BOARD v �3 (2) 2X12 SYP P.T. (2) 3/4' EXP. BOLT r:i LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ Z' WASHER & 5 1/2' LEDGER WITH (JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST TR 24- MAX. WI 24" MAX. W/ 8" MAX. END O H AT (JOIST WOIST SPACING SEE FRAMING PLAN TYP TYP END OF a LEDGER NOTCH DEPTH 1/4•D o o BOARD � O HOLE EDGE >5/8" 2X8 SYP P.T. 1/4"X6' TAPCON HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED < 25'D SGL. STUD BE USED PARALLEL TYPICAL OUTER 1/30F SPAN ONLY TO I -JOIST EDGE >5 8" BTM. \� V I I I \—<� 5ED DBL. STUD TER PLATE STUD NOTCHING AND BORING LIMITS U SCALE: 1 1/2"=1'-0' 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 IUS2.37/16 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 C -SIMPSON MIU3.66116 G <2900 LBS, U < 210 LBS W/ (4) 3/4— WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-i/2" 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'* WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) iDdxl-l/Z' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V4' (2) 2X8 SYP. P.T. FRONT LEDGER g �s o ,`.a ro� REAR LEDGER 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-BOLTS/TITEN 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 IBOLTSIZE jWKENDIDISTANCE1 CENTRAL 8PA01NG A DOUBLE SYP 2x8 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 2.12 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-SOLTRITEN BOLTS W/ 5-1/2' MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=T-0' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d G EA, TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30--0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE G CENTER (2)'7(" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEEARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER—� TRUSS ENG) SEE SCHEDULE FOR BONO BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's W O.C. MAX CONT. 2x4 SECURED W/ (2)10d's G EACH TRUSS TO BE INSTALLED G 10-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE: 3/4"=1'A" 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 (Fl 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: 3/4"=l'-0" 1441 N. RONAL.D REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAK 407-7744078 www.abdesigngmup.com AA #: 0003325 J V a a d) J W24 �S 4 m SUBDIV. do LOT• ABBOTT PARK LOT #30 BLK #7 PROJECT* 04181.000-30071 MODEL: E401 "2828- ENSLEY" GARAGE 811IING: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C SIMPSON H6 W/ (8)8d COMMON NAILS 2z STUDS SIMPSON H6 W/ (8) 8tl EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING It SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=V-0' #8 WOOD SCREWS x 2' LONG a 3" O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A 8" CMU WALL REINF. PER PLAN � 'X6"TAPCONS Y PER ELEVATION L u o 05�U ' c IJOIST (SEE n 0 ? FRAMING PLAN) PER ELEVATION 2X4 P.T. CEILING 24• NAILER W/ MASONRY NAILS 12' O.Cco . 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL SCALE' 3/4"=1'-0' #8 WOOD SCREWS x 2' LONG 3" .C.; STAGGERED OFF CENTERLINE 6' CMU WALL 3/4" AS SHOWN REINF. PER PLAN PER ELEVATION e D3 W IS T (SEE rc ? FRAMING PLAN) PER ELEVATION A. (2) 2X4 P.T. W/ MASONRY NAILS l—DBL2Xl2 SYP#2 LEDGER. SEE a 17' O.C. BOLT SCHEDULE, 10/S3.tA iy 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) Q 24" O.C. AIN NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER VA BRACING. SEE PLAN FOR15(1 FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2' DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE 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 W 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 PROVIDE BLOCKING o- 6 MPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. O' AND TOP PLATE ANCHORS W/ 10d x 1 1P2' COMMON NAILS SECURE BT, PLATE TO SLAB W/ 1 CONT. 2x4 SECURED W/(2)10d's EACH DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2" FILL ALL HOLES, 10d WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS J TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. x 3 EPDXY 5-12" EMBED. MIN. 0 16' 00a 10b 1 Oc OC MAX. SCALE' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TO POST CONNECTION 8 SCALE 3 4"=1'-0' • A - SIMPSON MTS-12 U <990 LBS W/ (14) 1Od GALV. NAILS. • S B-SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1ANYSDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21/2' SOS TO POST CONNECTION L.B.W. SSJEUSS PTO SLAB CONNECTION SLAB CONNECTION SCALE 3l4"=1'-0" ABB - 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 HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. L441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W V y J W. F SUDDIV. 8. LOT. ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEL: E401 "2828— ENSLEY' GARAGE StnNC;: LEFT PAGE: DETAILS (I —JOIST) %160 MPH W . C IIILlllil VTCR SPACING (1) AT EACH END �Ilyl�l VTCR AND 6.0" O.C. MAX. \ Ili Ilili 1111 \ 6Mail \ N \ I 0 IIIQ� o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. J 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 o j W. W e � m EUHDIV. Z I.OT ABBOTT PARK LOT #30 BLK #7 PROJECTp 04181.000-30071 MODEIA E401 "2828—ENSLEY" GARAGE SKIING: LEFT PAGE: DETAILS 160 MPH . C 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 pC O r N J to �'+ W SVHDIV. Se IAT ABBOTT PARK LOT #30 BLK #7 PROJECT* 04181.000-30071 MODEI4 E401 "2828-ENSLEY' GARAGE 8WIN0: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH E . C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (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. BEAM SCHEDULE ® INDICATES OPENING BELOW/T.O. B.=TOP OF BEAM/ B.O.L. =BOTTOM OFLINTEL/T.O.A.=TOP OFARCH/T.O.S=TOPOF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Prec) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB! MASONRY 3000 8xl6 (1)#5 (1)#6 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 �oL O m W ® Q >9L7mm &a L0711 ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEU E401 "2828- ENSLEY" GARAGE AWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTE 160 MPH C PRINT Og 14 DATE: / /21 SCALE: 1/4"=1'-0" SHEET s5 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 MIS 8.1T 1T 4-1TIN 8.1T/OB 2-1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 'IT 116-1T MDAT 8/24-1T 8/28-1T 8/32-1T WlB 16-lT/1 lT/1 4-1T/1 1T/18 -1T/18 6/&2T 8/16-2T 60-2T 8/24-2T 8/28-2r 8/32-2T 3'4r PRECAST 1436 952 3114 4217 5321 6425 7531 T-6" PRECAST 689 1024 T-W PRECAST 1569 3524 4394 6263 6132 7001 ages ells e985 nos 9031 10000 1569 9524 4394 5283 6132 7001 4'40" PRECAST 1065 700 2305 3125 3945 4785 5587 N-0' PRECAST 514 763 4'-W PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 am 7627 6751 1363 3060 3815 4570 5325 0079 4'46" PRECAST 819 533 1770 2400 3033 3688 4300 N-6" PRECAST 398 691 4'-W PRECAST 1207 2682 3375 4043 4711 5379 1825 5743 '1547 U52 W41 7585 1207 2707 3375 4043 4711 5379 5'4' PRECAST 931 1247 1999 2560 3123 36M 4248 5' 4' PRECAST 411 411 5' 4" PRECAST Me INS 2374 2944 3513 4084 1319 4460 7190 7342 5780 8259 1016 2276 28M 3399 3901 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST we 1499 1971 2443 2916 3387 llsl 3693 5877 6036 6548 5ng 929 2080 25M 3107 3620 4133 6 6" PRECAST 892 1139 3227 3031 3707 4383 1 506825 6'$" PRECAST 410 721 6'$" PRECAST 895 1201 1578 1955 2332 2709 1139 3227 45M 7054 10000 8 835 1868 2329 2790 3251 3712 7' B' PRECAST 570 938 2498 2205 2698 91 31191 3685 7' 8" PRECAST 303 534 7' 6" PRECAST 716 900 11e1 14W 1743 2025 8 24M 3408 4ee4 7067 6472 727 IVA 2025 2A28 2827 3228 9' 4" PRECAST 428 833 1593 2204 2481 2818 2621 9'4' PRECAST 192 384 9' 4" PRECAST 464 586 767 948 1129 1310 no 1674 2298 3081 4099 4899 572 1318 1643 1909 2154 2519 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10'$" PRECAST 151 301 10'$" PRECAST 356 488 612 755 899 1042 560 1407 1897 2781 3222 3784 504 118o 1472 1763 1710 1989 PRECAST 330 544 1312 1742 2252 21M 3890 11'4' PRECAST 132 417 114" PRECAST 430 4W 530 am m on11'4' 5L4 1312 1742 2252 2888 3552 488 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 360 476 507 on 783 597 1210 1698 2048 2586 9171 440 940 1300 1560 1314 1478 13'4" PRECAST 270 433 1045 1965 1732 2157 2535 13'4' PRECAST 82 298 1T-4" PRECAST 308 303 393 484 675 645 414 1046 1366 1732 2316 2W5 396 780 1067 1312 1071 1203 14'-0" PRECAST 254 368 978 1272 ION lose 2279 14'-0' PRECAST 71 293 14'-0" PRECAST 279 278 360 443 sn 609 390 078 1272 ION 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14' 8" PRESTRESSED 239 422 506 an 746 865 458 1079 1429 1824 2277 2712 246 80 980 1237 tau 1715 1V-4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 367 464 574 ON 793 412 1014 1340 1703 2118 2513 230 616 900 1134 1353 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 365 451 587 eeo 300 858 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1W-4" PRESTRESSED N.R. 148 19'�P PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 lee 429 623 803 950 1098 21'-4' PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 lies 1468 142 373 637 690 ale 943 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0' PRESTRESSED 137 226 290 359 428 497 165 560 784 992 1203 1381 137 368 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24' 0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 t29 460 854 824 1014 11a7 124 319 455 581 887 793 - ALL VALUES TAKEN 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407.714-6078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 a U 6Gy m Q yW� Q ® Q ®�4if2 SVHDIV. ac LoT: ABBOTT PARK LOT #30 BLK #7 PROJECT* 04181.000-30071 MODET— E401 "2828—ENSLEY' GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH 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" HOG 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" 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"). 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 HILT[ 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 04", 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 8" FROM THE CENTER OF THE COLUMN. ry✓� U U U U U 3 ,t,1 CJ1 II II Il� II EJ7 A 11 .JI II II CJ= CJ1 lf� cZ C� c3 c CJ3 = n n n u n x x n CJ5 = II s r u u n u n n CJ�B I N M n CJ1 1A IIII up 1A B2G x '1 11 n u n CJ3 - .1 yq ,Z�Q MVK3I EJ7 Bl n n x x CJ5 1B A5G1 2A 1 — .1 41 A3 I =I� tiA viTc ACCESS __ i sAt m b O LL to RIDGEa Al z 0 � 2A A5G 1B .1 .1 CJ5 s u n n n n n n n n /VK3 iL_ CJ3 = u n n n n n EJ7 x ■ n n 1CJ1 n 'p, c�3 _ ' a _ 1A O L--___ C2G 1A �Q n y% .1 CJ3 x n CJ3 EJ5 CJt x x CJ1 c� ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407.77446078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 ya o a> J Lu F 0 S svHDIV. & LOT: ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEL.• E401 "2828—ENSLEY" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH A C PRINT DATE: 08/14 21 SCALE: 1/4"=V-0" SHEET s6 GABLE -END f1" >F HPRGOF A`�F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 - 58.50 PSF (68.50) ZONES = 67,10 PSF (77.10) ZONE2.- 67.10 PSF (77.10) ZONE 3e = T7.50 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"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS (g 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIM. TENSILE STIR, SHANK ASTM 10d RING SHANK, 21/Z' 0.131 F1667 SCREW SHANK 170 000 RING (16-20 RINGS RSRS-03 8tl RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 SO RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING z F USE 12" COX OR 7/16r' O.S.B. PLY WITH Btl RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND SO RING SHANK GUN NAILS 4" O.C. TOP & o o_ 3 BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT S' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. U BUILDING LENGTH U >r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADUL DROPPED ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 2e, 2n, 2, 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 18'O.C. IF NO DROPPED GABLE END, ATTACH 2x41t2 SYP ZONE 3,36, 3r: 1Dd NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING Q 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Bd RING STUNK GUN NAILS @ d" O C. TOP 8 BOTTOM EDGES zo U� ¢u �O I FXT RHEATHING ATTAr.HMF a 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 2' DECK SCREWS ® 6" A" O.C. MAX 0 EDGES & 1Z' O.C. M,AX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YP. 3/4" 14G S'Uti-FLUVK ULUKINU ULULU I V ALL tXPUSEU Mt:MBtK5 GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33CM MAXIMUM AGGREGATE SIZE SHALL BE Y4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%MR 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 Y4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 84AL CONTINUOUS POLYETHYLENE VAPOR BARPoER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON VAPOR R BAR ER MEIVE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PROVIDES. SEAMS LAPPED 61NCHESANDSE LED TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 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 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #Z IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/AlO64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O' OC, EACH WAY. TODESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STREE SS -GRADE LUMBER AND ITS FASTENINGS° THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED RED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT RESAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 sf P AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -nonaonwrrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -non-wncurtent #5 BAR - 30' #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS BOND BEAM ONLY LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 18 psf TOP CHORD 20 psf TOP CHORD (1 psf W/ ASPHALT SHINGLES) (10 psfw/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WI F ALTERNATE C TIO T T CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRA NGS OR CONNECTION DETAILS A BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED 020) MPH 3- SECOND GUST (ASCE (FBC EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 BIT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT IT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE MPON: NTS: AND DECKS: 40ps1, GUARDS AND HANDRAILS: 200ps1, GUARD IN -FILL COMPONENTS: $Opsf, PASSENGER : 40p WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES' 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOVING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN $H LL SUPERCEDE THOSE N A ALL BLOCK WALLS SHALL 8E TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR D RAVINGS SUBMITTEDWITHOUTREVIEW RETURNED SHOP IN FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURALLDDRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED RA PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE OR 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M F = 36 ket FOR ANGLES PLATES AND WSHAPES STRUCTURAL TUBING SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED LOX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP $HALL NOT EXCEED 5-N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 MID ASTM C94IC94M 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 WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1/2'FOR #5 AND SMALLER 2" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS y A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 351ai. TUBE AND PIPE COLUMNS SHALL 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 F3125IF3125M 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 APPUCATON 9EE PACING REMHMS A U-TON S12E TYPE SPAGYNG III— 1r2 PT FURRING TO ASONRY/CONE CASE HAPPENED COIL NHL I III LONG. 80� GARAOEORy &CN TO MA60NRVYAIJC tld•DA NOWA6HER TPCON MASONRY AFASTENER SOIC 2' EMSED., d"END qIT, l-EDGE SOD , AL. EXT DOORS CASE NARDENEOGOIL 0"OTC WINDOWIDOORIFRI—FO GARAGE DOOR BUCK y8'aOII, DO I.. DO(31B" w d"EMSED., d"ENDUST.. IMPT,SEENOTE6 NHLI VI LONG. 9TAGGEREO INTOMA60NRYICONC. TO MASONRYIWNC. W WASHER EXPAN£ION BOLT 20"OTC (t?DA) 3•FIX:E D&T. ASEHARDENEDCOL 6 WNDONVWIXLFAS ENED CONTACT THIS ENGINEER FOR SPACING I. PT sEE NOTES NHLIVILONG. STAGGERED I—MASONRYAUNC. Mi�+arR�. REQUIREMENTS EM__NG DOOR BUCK it PT, SEE NOTE 6 (213'Ifi"DIA NO WASHER APCON' ASTNER IS DO I11—SED.B•EIA. DST., I VI EDGE DST. NON -SEARING WOOD WALL TO CONC. STAB EXPANSION d"EMBE➢. d"END WPSHER 21O/C DfiT., 3"EOOEDST. A PT WINDOW BUCK 0.138-PAFx21I8" e-OIC VEND.DST.,I- PTTOSTEELCOL.SEE ASHER EDGE DST. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2, FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. 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 VIDE OR WADER 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 W TAPCONS OR PAF TO THE SUBSTRATE. 1.441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 J y O y� O 04 0 Q A µl W F e O C iLL aVHDIV. de LOT. ABBOTT PARK LOT #30 BLK #7 PROJECT* 04181.000-30071 MODEL: E401 "2828—ENSLEY' GARAGE aNIIQO: LEFT PAGE: DETAILS 160 MPH kV. C © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O7 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIAL[:I-- J-CHF }" MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO (D Q7 WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #1 WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. HANNEL 30 J' MAX -� 6- DETAIL D 7ISTAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- 1"1 CT A 11 C J-VF-t'%1VIVCL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /TRUSS/J01 / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN SOFFIT 1D ® DETAIL B J—�nnlvlvt=L FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 0 11 1X2 WOOD BATTEN 10 S-- _ �2X2 WOOD BATTEN O SOFFIT INSTALLATION SCREW, 0 J-CHANNEL- BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) STAPLES INSTALLED @ �12" DETAIL C O.C. MAX (INTO (DWOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) �CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. SPAN'L' SPAN'U EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) CONCRETE; OFFIT CIVIL OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL SEE DETAIL'E' (NOTE: 1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 1.3.519 .375 .4 3.625 3.625 3. 5 08 12 OA DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 rc 8 04 a W 0 Q $ d SU13DIV. as I.oT ABBOTT PARK LOT #30 BLK #7 PROJECT# 04181.000-30071 MODEL: E401 "2828-ENSLEY" GARAGE SKIING: LEFT PAGE: SOFFIT DETAILS 160 MPH ER. C 1 A SCALE: 1/4"=1.'—O" SHEET s D __ 1 6� r r,7