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Home My WebLink About7662 Wheat Stone Dr2 6 'vA L3 0 5 4 E H B HAY D E 9 9 N ALL, WORK SHHAUL CODES FUOR101;r NATION i I rcT�-Y. , of � ; AND THE (IT IT711W DATE:, 3501 RIGA BLVC), TAMPA, FL_ 33619 Tel- (813) 549-1967 Fax: (817) 302-3134 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX �� DRAWINGS .Fd/pDRMAmnBURDINGfeCODE, RESIDENTIAL., A ABOVE LAY. LAVATORY DATE DESCRIPTION STH EDTPION (2023) -ALL LOCAL AND STATE CODES AC ALT ALT. AIR CONDITIONING I,UM. ADJUSTABLE M ALTERNATE MPR . LUMNOUS MEDICINE CABINET MANUFACTURER o62am 2-sTORYCMUCONVER61ON ARCHITECTURAL SHEET DESCRIPTION PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3K—FRONT & REAR ELEVATION "K" DR HORTON HOME'S TAMPA NORTH DIVISION 3501 RIGA BLVD TAMPA, FL 33619 :OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION ME' - VB -MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH — C AMP. AMPERAGE MIN, MINIMUM BD BOARD MT METALTHRESHOLD CL CENTERLTNE MTD MOUNTED CA,. CABINET MTL METAL CLG. CEILING N: I'.S. NOT TO SCALE CLR. CLEAR oc. ONGENIER CONC. CONCRETE I'I, PROPERTYLINI CPT. CARPET P-B. PUSH BUTTON CT CERAMICTIT.c PIT PHONE TEL: (813) 549-1967 FAX: (817) 302-3134 :EXPOSURE •1—STORY RESIDENCE — .2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES D. DBL. Dc, DIA DM. IION DRYER PCI DOUBLE PLYWD, DUAL GLAZED PR. DIAMETER PT D MENSI R. PLATE PLYwCOD PAIR PRESS URETREATED RISER PG A4K—LEFT & RIGHT ELEVATION "K" PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN DISP. DP. DR, DS. DISPOSAL RAD. DEEP RAD DOOR REF, DOWNSPOUT RM RADIUS RETURNAIRGRILL REFRIGERATOR ROOM PG Pl—PLUMBING PLAN PG Ml—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN • STATE OF FLORIDA SQ.FT. CALL. S PROFESSIONAL ARCHITECT: ROLAND A. ABOUC HAC RA n�7 �i AR NO. 93 f 23 DTL. DW. P.A. CLEV eQ. EXH. EXT. PG;FX. DETAIL I, O. DISHWASHER SC. EACH S.D. ELEVATION S.H. EQUAL '14 EXHAUST SHTHG, FXTERIOR SHWR. ROUGH OPENING SOLID CORE EXT DR SMOKE DE 117 TOR SINGLEHUNC, SHEET SHeATHING SHOWER SIMILAR PG DI —DETAILS PG D2—DETAILS PG D3-DETAILS PG D4—PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS 16T FLR. LIVING 1104 60. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2&05 SQ. FT. GARAGE 457 SQ. FT. PORCHELEv.'K' III SQ.FT. FG. FIXED GLASS SIM, FUEL GAS SL SLDING PG WA2—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL ELEV. 'K' 3I53 SQ. FT. axio PATIO aO SQ. FT. Fm. FLR. FLUOR, FINISH SLGL. FLOOR STD FLUORESCENT SWS SLIDINGGLASS STANDARD "HEAR WALL PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FR. DR. FTC. FRENCH DOOR FOOTING TEMP SECTION TEMPEREDGLA"s PG WA5-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA, GAR DISP- GAUGE THK GARBAGEDISPOSAL 11-.O.C. THICK TOP OF CURB PG WA6—WALL ASSEMBLY DETAILS Fax. (407) 774-4078 GFS, GL. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.G.". GLASS TYP. 'TOP OF PLATR TOPOFSTAB l'YPICAL STRUCTURAL SHEET- DESCRIPTION PG S1—FOUNDATION PLAN PG SIAA—DETAILS GYP. BD. GYPSUM BOARD U.NO. UNLESS NOIED H.B. TIOSBBTB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PRWE FOR. HEADER W WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER FIOT ORIFI HJSUL. HEIGHT w- INSULATION WD. WITH WOOD PG S1.2—FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW, wN W.I. WINDOW WA'IERHrIRON WaIERHnaON PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A—SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FIRST FLOOR FRAMING PLAN PG S3.JA—DETAILS PG S3. BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1C—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4—SECOND FLOOR DECK PLAN CLARIFICATION. PG 54.2—SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFII MAN IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5—SECOND LIFT BEAM PLAN AND NOTES PG S5.TA—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNl—DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. PG SDl—SOFFIT DETAILS PG —SOFFIT DETAILS 1.441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 o C p o Q o C ®e = m a O 9UBDIV. 8e LOT ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C PRINT 02 20 24 DATE: / SCALE. 1 /4"= l' — 0" SHEET cI GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2023) 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 2023 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET R 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 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE 10.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/: -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. 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 T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF WALL STUDS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION AND STRUCTURAL DETAILS. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt, 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 PVC OR UPONOR PEX "A" CROSS -LINKED POLYETHYLENE WITH F1960 FITTINGS. C ( ) 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-18b & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM -C-1063-18b & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SIDING TO BE INSTALLED PER ASTM C1186 STANDARD SPECIFICATIONS FOR FLAT FIBER CEMENT SHEETS. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302,7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 10/10/23 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 N o � k- w a o rF, a. it Q 0 SUBDIV. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C olf PRINT 20 24 DATE: 02/ / SC ALE: 1 /4"= l' - O" SHEET �I N @ @ ro ro v v 6 `v n e m N v ro @ v FIRST FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-a SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT _ LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE e ITS ATTIC AREA BY NOT LE56 THAN 1i2'(12.'lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 5e'05.9mm) 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. FBCR 2023 (BTH ED.) 302.E '-10' 10'-0' 2l'-10' PATIO OvERHANG OF ROOF ABOVE ° IS'-4" (— ------- OND. I I H.B. 3052-5H 6068 S.G.D. C2) 3052-SH EGRESS I 12T'-4` 12'-4` I I D coAporarr AND aaoDHG wra Loans BASIC WIND EXPOSURE FOR 3 °.,C-COpD cYlSfS OPB�b4 SWAtf ZONE i6(1 MPH NRa (V� RBMFK3 AND TYPE FOOTAGE MIN. WINDOW 10 5 36b/-49.0 CRITERIA EXTERIOR SWING 20 5 3S2/-46.2 DR. MIN. CRITERIA S.G.D. MIN. 41 5 33.3/-423 CRITERIA 16010 O.H.D. 112 5 30.9/-375 12'xl2" SOFFIT I 5 36.6/-49.0 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE aelulx+ SQ.FT. CALC.'5 157 FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 5Q. FT. TOTAL LIVING 2605 5Q. FT. GARAGE 43l SQ. FT. PORCH ELEV. 'K' 111 SQ. FT, TOTAL ELEV. 'K' 3153 SQ. FT. SxlO PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND s'-0' BOLL UN.O ON PLANS BRG. HGT, VARIES 8'BLO�CK WALL U.N.O ON PLANS Il'-4' BRG. INTERIOR LOAD BRG. WALL U.N.O. ON PLANS 4' INTERIOR N LOAD BRG. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 w � J � 0 a � � o C t a svaDiv. ao LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN %160 MPH EXP. C DBL. TOP PLATE m BAR DETAIL A SCALE: I/2'=1'-m' (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING AHUSECURE TREADS TO STRINGER W/l3Y'8 3' SCREWS m EA STRINGER, UNTHREADED 5I4ANK �'. TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING G / AIA 42' H. 1/2 WALL W/ / Q w GAP / 3/4' KICK y = Q PLATE / Z F w 1' MAX, NOSING / C. / MIN. / C T R / S 1 Old. / / / 3-2x12 SYP STRINGER REINFORCED W/2X4 SPF W/CONT, BEAD OF SUB -FLOOR ADHESIVE a- 0M O FL-400 OR SIMILAFM EA HORIZONTAL RUN 2 X 4 RE-INFORCING / a EA 2 X 12 STRINGER SECURE W/12d 6'-8' O.G. 2X4 ATTACHED W/ 1Od MASONRY NAfL5 a 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.C. MAX. 42' HIGH �HALF WALL W/ CAP 3/4' TKs 5UB FLOOR GLUED i SCREWED PER FASTENER T A T T N. SCHEDULE jJ V 1 GIRDER 'FG2' 3/4" 2P PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) SECURE 2.12 STRINGER TO SOLID NAILING W/ 12d NAILS TO BE NAILED FROM BACKSIDE SIMPSON '1-5C NOTE: STRINGER STAIRS R15ER5 TO CONFORM TO FBCR CONNECTOR AT STN EDITION (2023) EACH 2x12 MIN, TREAD=10' MAX. RISER-1 3/4' STRINGER 3/I6' MAX. VARIATION IN RISERWTREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4'-I/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. W WIDE m STAIR DATA: NARROW END MIN, II' WIDTH ® 12' FROM 15R 6 1,52" NARROW END 34' MIN. HANDRAIL HGT. 14 TREADS a NOTE 10'. I' NOSINCs ENCLOSED ACCE5515LE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 302.1. STAIR SECTION BB SCALE: 1/2'=1'-01/2'=I'-0' THE CLEAR SPACE BETWEEN 1 1/2" THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 6 36' AS PER FBCR R311.1.8.2 W( 2X4 RE-INFORCINGs NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I4'i 2" OR A NONCIRCULAR GROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN & 1/4' AND A LARGzE5T CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGE5 SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM 15 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 16013.1 / F.B.G. 2023 CHANDRAIL SECTION HDR. DTL. D SCALE: 1/2 = 1'-0" NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W � � � Q 0 C C r a SUBDIV. & LOT- ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS %160 MPH EXP. C SECOND FLOOR PLAN SCALE: 1/4 = I'-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 vZi � 4 4 e —L" H 4 SUBDIV. & MT: ABBOTT PARK LOT #42 BLKA PHASE: 3 PROJECT# 04181.003-42012 MODET- 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN %160 MPH EYR. C ROLAN6 A. ABOLOWRA I AR NO 93723 00 DAR ET 02/20/24 SCALE: 1/4"=1'-0" SHEET A2 SHINGLE FYPON IWX46' DECORATIVE SHUTTER OR EQUIVALENT ---- FYFON BKTIIXI'1 s� OR EQUIVALENT L 1T'-4" 2ND FLR. - 4' RAISED BAND ( 6' RAISED I BAND (TYP.) 2ND FIN. FLF-1 -- 8'-O° BRG. HGTh —_—_—_ ENTRYT_ 145 A3 TYP. El Ell 4' RAISED BAND (TYR) I I S Li L�l� 8' RAISED BAND (TYP.) I O'-ID" FIN, FLR.h I1'-4' 2ND =LR. BRG HGTQ-- ■ "" t11' "'1 "11 I" ILI,"'1�"" 11 �� IIII' IIII IIII IIIII alp �._. I- ■ � 9 - _... __ l—1 I_1. !_I F� FRONT ELEVATION SCALE: 1/4 = I'-O' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT TYP. I I 4' SCORED BANDING (TYP) I I � te'-4" 3/4' 2ND FLR.FIN. FLRYERG. HGT_—� _—__—_—_—_—_—_—_—_—_ _—_—_ S'-m" CLG. HGTh A3 p_O. I I TYF. ElEll 6' SCORED � BANDING (TYP) s I I O'-O" FIN FL R.h - REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH AREA OF ATTIC = 1585 SQ, FT. NET FREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1585/300 = 5.28 VENTILAH ON AREA X SQ. IN CHES PER FT.(144) = 760.8 SQ, IN, MIN. REQUIREDVENTIIATION = SX 760.8 IN UPPER PORTION OF ATTIC - 38D4 SQ. IN. OFF RIGGE VENTILATION AREA = 115 SQ. IN. PERVENT 39D.4 /115 TOTAL*OF VENTS REQUIRED = 3,30783 TOTAL* OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OV ERHAN G (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1/2' THICK, 2 COAT CEMENT PLA5TER APPLIED DIRECTLY TO MASONRY — 4'x4' GALV.'L'-TYPE FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES W/UNDERLAYMENT AS CTIHICKNESS 57P PT LEDGER W/ 905.1.1.1. ROOF SHEATHINI/2'x8' THREADED ROD 32' AS PER SHEET SNI. SEO.G. 4 WITHIN 6' OF EACH FASTENER SCHEDULE I..2X6 END MAX. SET IN ST-IF'$ON 51MPSON LSSR26Z HIGH STRENGTH EXPDXY 2ND FIN. FLR IPER ELEVJ A MIN EMBED. 2x6 SYP RAFTERS OR PRE-ENG'D TRJ56 (PER ELEV.) ROOF SLOPPER E ELEVATION — 2X6 SIP LEDGER W/ MIN. l/Ib' OSB SHEATHING E i/2'x5' THREADED ROD GUSSET TO BE SECURED TO 32' O.C. 4 WITHIN W OF 2X6 MEMBERS W/ 1 � NAILS EACH END MAX. SET IN 3' O.G. s PERIMETER SIMPSON HIGH STRENGTH 51MPSON LUS-26 W/ (12) Od's 2_O. - EXPDXY 6' MIN EMBED. TO LEDGER AND (a) IDd's TO 2x6 JOIST CHANNEL FOR SOFFIT -- OBRG. I,4°2ND FLR HGTOVERHANG DETAIL A scALE: In = r-m' -- h 9'-4" 3/4" 2ND FLR. ENGINEERED WOOD TRUSSES ® 24' OG. FIN. FLR./SRG. HGT. SUBMIT SHOP DRAWINGS SEALED BY. PROFESSIONAL ENGINEER FOR REVIEW g - AND COh-IMENT5 PLYWOOD SHEATHING SEE STRUCTURAL 2ND FLR BRG. W.T. - �",�• k ' _ _ IPER ELEV.) ROOFING AND FLASHING W/ DRIP - Twl 5iRAP5 AND M'LHORs EDGE PER MNFR. WARRANTY SEE STR1CTl1RAL REQUIREMENTS WRAP FASCIA WITH BREAK METAL MASONRY eLND BEAM 6EE STRL` T AL Ix2, 2.6 WOOD FASCIA SEE STRUCTURAL FOR FASTENERS — _ — Oi G' FIN. FLR, -�- VENTED SOFFIT PER ATTIC CALG'S I/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: 1/2 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J F W � V O o A w a s u� a o ti o SU13DIV. & LOT' ABBOTT PARK LOT #42 BLK:1 PHASE:3 PROJECT# 04181.003-42012 MODEL' 4EHB "2605-HAYDEN" C;ARAC3E svrmcm: RIGHT PAGE: FRONT & REAR ELEVATION "K" 160 MPH EXP. C `�v%fit 4�Ob� ROUND A. AACRA IAR NO 93723woNO 93723� RINT DATE: 02/20/24 SCALE: 1 /4"= l'— 0" SHEET A3 K I , OFF RID)CsE VENT AME DR) OU ell FOR FYPON BKTIIXII OR EQUIVALENT B TYF. 3 BRCa HGT 4---------- -V 12 4 3/4" 2ND FLR._�2_ PIN. ./BRG. HGT. NN, FLR _—_—_—_—_—_—_—_—_—_—_—_---_—_—_—_ _—_—_— 5'-O" CLCx. HGT.h ----'- ------------------------------------ --- O'_O, FIN. FLR.,,, -- --------------- ---- LEFT ELE V ATl l tl SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RI�VENT 122 5 B TYF. I7'-4" 2ND FLR. �, 3 ,�II1 4" 2ND FLR, BRG. HG7. _—_—_—_ BRCS. HGT. II S'-4 3/4" 2ND FLR. r, 12 , S'-4 314' 2ND FLR. FIN. FLR. 5'-ID" BRG. HCxT.�. I _I J ��__.—_ --_—_ FIN. FLR. •t5'_O" CLG. Hr T. ---- ENTRY ---'------_—_—_-------_-------_-- — 48 A3 2'-fD" TYF. II O-O" FIN. FLR , —_—_—_ ______--_---_—_—_—_—______--_—_—_— II oO'-O" FIN. FLR. RIGHT EIJEVATIN SCALE: 1/4 = 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmup.com AA #: 0003325 F L Q, s a e Q a c C h � A SUBDIV. & LOT1*1 - ABBOTT PARK LOT #42 BLK:I PHASE: 3 PROJECT# 04181.003-42012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: RIGHT & LEFT ELEVATION "K" 160 MPH EXP. C00, % ° E 4 S' R ABO CRA I AR NO 93723 d PRINT 02/20/24 DATE: SCALE: 1 /4"=1' - O" SHEET A4 K ELECTRICAL LEGEND 5'T//1�50L DEFINITION NOTE5 -f-1 125Y OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET ill OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET EgIIIPED W/GRNp FAUL ITAMPER RESISTANT 1�9TANT TYPE) 220V OUTLET (-)WIRE CONNECTION TERPROOF FAULTROUND GFI OUTLET IN INTERRUPTER ER SWITCH SWITCH 3-WA1OFER W4 SWITCH 4-WAY OF'ER L o WALL MOWED v LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR O VP PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I OFH PER 50 FT. VENT, FAN W/LIGHT I OR, PER 50. FT. VANITY LIGHT FIXNRE (SPEC'$ BY BUILDER) O PANEL METER • $,D, SMOKE DETECTOR GATT BACK-UP W/ HARDWIRE BATT BACK-UP W/ CARBON HOJOXID DETECTOR HARDWIRE RA COMBO &-ALL BE SHALL BE A DISTANCE 4' OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS _CUTLET . TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO A UN.O. A/G DISCONNECT SEEWU ON THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRE JO TO BE SUPPORTED IN J-Box ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION QU D BOX REIRE CEILING FAN/LKSNT i0 BE SUPPORTED IN TO BE AW/ BOX MARLEDARKED A AS SUCH UCH FOR INSPECTION nnn.4 24' INCANDESCENT LIGHT STRIP n n n n n n SS' INCANDESCENT LIGHT STRIP nnnnnnnn 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT PB. PJSH-BUTTON FOR CHIMES —4�• u5B PORT • LOCATION OF TV JACKS < PHONE OUTLETS t FANS TO BE VERIFIED - HOMEOWNER PRE -CONSTRUCTION MEETING. OT 2 ST ' ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED. 20 AMP DEDICATED LAUNDRY CIRCUIT. DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5O CFM INTERMITTENT. LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS, WIRING METHOD SHALL BE NON METALLIC CABLE. • THE RECEPTACLE FOR A BUILT-IN DISHWASHER SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISHWASHER. WHERE THE FLEXIBLE CORD PASSES THROLK=H AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEANS. • SURGE PROTECTION- ALL SERVICES SUPPLYING DUELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE CSPD), 6 TO THE N C 202044rPA 70 ' ONE OR MORE I20-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM(5) RECEPTACLE OUTLET($) REQUIRED AND ANY COUNTERTOP AND SIMILAR WORK SURFACE RECEPTACLE OUTLETS, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. • AT LEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. PATIO ),III wP L O.r -.� /flWjl/1 'd DINING PRE -WIRED LIVING CLG FAN ROOM ROOM - PRE -WIRED CLG FAN (2)OUTLETS I/ EDRM.#2 STACKED J - \ O GF L L SwITCH IN -- CABINET W OUTLET �TO 25ND FL, OUTLET FOR DW--- FOR VENT KITCHEN, -- BATH #2 OR MICRO ! I :L--_ sf L / VLI�TbI ,1' PAN w i I GPI 44' $. FOR WH n I GARAGE5/co OPT rF1 8/CO A.F.F. I DOOR EF - I I BOLLARD AS REQ. PER BLDC.. \ CODE FLEX / III I ME KEYLESS FIXTURE PRE -WIRED I GPI Z CLG FAN FOYER i GARAGE as / DOOR tll \� PREWIRE n ❑ -_— = nl L- = n GARAGE GF P$. FOR CHIMES _ p� Ell PORCH ----------- — L] - --- - O n-i---------- --- EI CJ! COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' I I I L METER FIELD LED LIGHTING FIELD VERIFY LOC. C SINGLE LAV. BATH -2 GPI IRRIGATION OUTLET m 4S' APP, PROVIDE 3R/0 CU, THWN • 1-6 CU IN 2' CONDUIT OR 3 •410 AL, THU.N a I•S CU IN 2' CONDUIT OR 2/0 AL. S.ER (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE DISCONNECT SWITCH AND 150 .4MP 1201140 VOLT GENERAL NOTES: M ELECTRIC METER IN PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE EEC: HTH NEMA 3R ENCLOSURE MLO PANEL EDITION (2023). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MGB NOTED OTHERWISE, ELEPHCNE SERVICE CABLE TELEVISION ENTRIdJCE SERVICE ENTRANCE EOUP'IENT EOWPMENT POUTER COMPANY TRANSFORMER INTERSYSTEM BONNG DI TERMINAL AT LOW GRADE VOLTAGE CONNECTIONS PROVIDE 150 AMP, 120/240 VOLT, I PHA5E SECONDARX ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1-112" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 "2/0 ALUMINUM TALI IN 2" CIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 W CU SERVICE GROUND COLNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 8TN EDITION (2023). 5/e" MIA X S FT LCNG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA q: 0003325 E N O ZZ O A Rw n w F �, µ tJCS S o 9 0 pp A Q Q Q y C ti N A 9U3BDIV. & L:OT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C 1 �. NO 77 PRINT 02 20 24 DATE: SCALE: 1/4"=V-0" SHEET E I.B. FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = 1'-0' r❑�'❑ ❑ -_.. f _- - lC�---`— __ LEI _ 1� �' ❑i, I f II I I r i ii I m ��_ _ —� •� Imo'/ '� � 4 2- L V .A . L V. 8' -4 I �o 7uei ILU W.C.�A: — — —. jAl 61 I � — x L m IT'-2' 2' YTR SECOND FLOOR 2 n PLUMBING PLAN SCALE: 1/4 = I'-m' y I -In•, J LAv 2 r-2' �e 1NR MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esign gro u p.com AA #: 0003325 F w � h � � O S U �ZJ pw pw pw C C C 3 0 3UHDIV. & LAT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT* 04181.003-42012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS HS ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLA55 FAB 4 MASTIC. AND INSTALLED AS PER FBC, aTI-I EDITION (2023) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED ILL ISI CLASS I AIR DUCT AS PER NFPA 90.4 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC a7H EDITION (2023) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM5 SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC aTH EDITION C2023) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING 54THTU55, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC OTH EDITION (2023) MECHANICAL CODE SECTION 403. a. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BESLEEVEDWITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND FBC OTH EDITION (2023) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. I. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SECURE STRAP TO CONC. CONDENSER W/ C2)-3/16'X2° TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB "aXl 1/4' SHT. h1TL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 6 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE= SUPPLY TRUNK — BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT 0/4 OUTSIDE AIR Q THERMOSTAT [E) P455-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC, GEILING_\\\ O O EXTERIOR WALL PLENUM - T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY J REFRIGERANT LINES y AIR HANDLER 1 �1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2023) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK G.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 56000 INSIDE / H SERIES NICKEL BRASS TOP CAULK RVC OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP.) NTS FIN. GRADE OR PAVING SEE SPEC. zoI I ,I I'-a'Xa' CONC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN S.� i DINING ROOM 4' s/A LIVING FROM ROOM ABOVE BEDROOM #2 III 1 12X8 �-------�— --------- ----�� I2X12it � 14X6 L 1 — PASS THRU BATH 2 -- --- — — — — — --X -9 50 CFM KITCHEN L �' STOR. A i PAN -_ -- a' S/A FROM . 1 % ABOVE FLEX FOYER FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www s b d es i g n g ro u p. com AA #: 0003325 F w y a � U O 3 o µ z py 4 a7 C r 0 SLTBDIV- & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN %160 MPH EXP. C ARPHI STATE FL R � gff f R ND ABO NO 93 23 i RA DATE 02/20/24 SCALE: 1/4"=1'-0" SHEET m1 00 I I I I —7 — r I i -_ J I I II I BDRM. #4 I UPSTAIRS.�'� 14' 5/A LIVING FROM TI --� ABOVE it I UDX6 THRU v r I BATH #3 — 2 6X4 - ---� 9 ii ICI \' 1 R/A — — 7 i ¢ �, 1114X6 L PASS 0' — — — 8 w.t.cTHRU 12XB cF10X6 T ISTI X 0 u FROM BDRM. #3 �� BovE �i GFM II I w.i.c I SECOND FLOOR MECHANICAL PLAN 1' SCALE: 1/4 = -f0' BDRM. #5 IaX6 Pass LAUN THRU 16X16 �� •'�.--mot ------ _ jr------ �\ q 4' DRYER VTR. BDRM. #1 h U V J W m p� 2{ U Q W pp p pp 0 0 SUHDrv. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EYA C DATE 02/20/24 sCALE: 1/4"=1'-0" SHEET M2 2X4 TOP PLATE PER FOR. PLAN PRE-FAB TRUSS 112' CLG. BOARD "1/2' DRYWALL -, 1 ° 1 MAX 6ECURE C. I 2X4 WOOD PLATE TO SLAB STUDS -24' W/ 10d MASONRY O.G. NAIL o 321 O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG, PLUMBING, FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Ida" O.G. OR, NOT LESS THAN 2x(o, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR Y � ' 4 TYP. INT. WALL (NON—BRG.) FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 S05.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/6' GYPSUM Bc PER FASTENER 7OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD \—SEE ENERGY CODE FORMS PRE-ENG TRUSS INSULATION R-VALUES " REFERENCE STRUCTURAL MTL. DRIP EDGE -O PER ELEVATION 2x FASCIA PER " ELEVATIONS p� R-4.1 INSULATION VENTED SOFFIT /WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS 1/2' THICK, 2 COAT PORTLAND-1--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0° FIN. PLR. J.-, c n W/ WINDOW OPENING U STRUCTURAL Ix2 P.T. FURRING — STRIPS m 24' O.C. 8' CMU i/2" GYP. WL. BD. - WOOD BASE — 5' DIA. SLEEVE, DO NOT CUT REBAR PIPE BOND BEAM DO NOT OUT SOLID GROUT �' THE BOND W/ (I)- "5 _ _ BEAM (2) COURSE - REBARS � r I 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. 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 � O'-O' FIN. FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 7-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND I&Oe,E5.1. n TYP. WALL SECTION - NO OPENINGS r5_-�1—STORY HIP BLOCK WALL D1 SCALE: 3/4'=P-O' NOTE; METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2023 STH EDITION IS *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R104.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNERS ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12" BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3" AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GxABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST I" BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (I-1/4' X 0.057" X 0.1-17 HEAD DIAMETER) FOR A 2" X 4" SUBFASCIA AND THREE FACE NAIL FOR 2" X 0" AND GREATER SUBFASCIAL. BAULK AND SEAL LINE a' SLEEVE FOR GAS LINE 5' aYJ WL. W. 2B GAS LINE THRU BLOCK D� 90ALEIR'•I'.0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 5NI. SECURED PER FASTENER SCHEDULE. MTL. DRIP EDGE 2. FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET 5NI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1" CORNER BEAD I/2' THICK, 2 COAT S' CMU SEE PORTLAND CEMENT STRUCNRAL FOR PLASTER APPLIED DIRECTLY TO REINFORCEMENT MASONRY ATT P.TACH. -D - ATTED TO FILL CELL 4 X PER PRODIUCT APPROVAL RED. 5EALANT < BACKER ROD (LEATHER STRIP MOULDING ALL AROUND(BY GAL, STEEL _ _ DOOR MMWFJ TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL OVERHEAD DOOR APPROVAL REa. VERTICAL TRACK I' MIN. BY OTHERS BT HMF. gLiDE FASTENED TO TRACK BRACKETS PRODUC APPROVALFREQ. s GARAGE DOOR JAMBS D1 SCALE: 1 I/2"=1'-0" i-2X4 SPF 24' O.C. MAX.— SECURE W/ (2) 12d NAILS e EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- 5TIFF5ACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/5' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL Ix2 P,T. FURRING STRIPS 0 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 605.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRU55 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU IN. FLR. , a _ 0'-0' FIN. FLR, S' CMU ROOF SHEATHING, THICKNESS 15 ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 1609.5.1. n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING, 6 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'-1'-0' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 STH EDITION IS *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4ao9 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w w.abdeslgngroupxom AA #: 0003325 F w o Z n a a z � 0 SUHDIV. ac LOT: ABBOTT PARK LOT #42 BLK PHASE: 3 PROJECT# 04181.003-42012 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C WX DATE:T 02/20/24 SCALE: 1 /4"=1' — 0" SHEET L FIBERGLASS SHINGLES WITH UNDERLAYMENT A$ PER FBCR 2023 e05.1.1.1. ROOF SHEATHING T14ICKNE55 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRUSS- 24" O.C, MAX. METAL DRIP EDGE 2x FASCIA PERK ELEVATIONS VENTED SOFFIT / REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE-STOF WINDOWS AND DOORS SHALL BEIN57ALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R104.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNERS ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12' BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3" AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST 1' BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (I-1/4" X OZ57 X 0.11*1 HEAD DIAMETER) FOR A 2" X 4" SUBFASCIA AND THREE FACE NAIL FOR 2" X 6" AND GREATER SUBFASCIAL. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 9m5.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNf. SECURED ' PER FASTENER SCHEDULE PER PRE-ENG WD. TRUSS PER ELEVATION 24' O.C. MAX. ELEVATION METAL DRIP EDGE BATT INSULATION BATT INSULATION REFER TO ENERGY -- REFER TO CALCS FOR VALUES 2x FASCIA PER -_-"CALCSFOR VALUES V 5/8' GYPSUM BOARD ELEVATIONS m" OH _ � 5/8' GYPSUM BOARD OR I/2" NIGH STRENGTH TYP. -_ k OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD Ix2 FlRE-STOP SOFFIT ;- Ix2 FIRE -STOP R-4.1 IN51.L. REFERENCE R-4.1 INSUL. STRUCTURAL 0 Q w WINDOWS AND DOORS w SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS STRUCTURAL z 3/4' T a G SUBFLOOR 4 GLUED AND NAILED Q AS PER NAILING 1/2" THICK, 2 GOAT w SCHEDULE PORTLAND CEMENT w / w PLASTER APPLIED DIRECTLY TO m MASONRY ER LEVAT{ON IX2 FIRE -STOP SEE STRUCTURAL ER LEVATiON 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PER LEVATION R-4.1 fNSUL. STRUCTURAL lx2 P.T. FURRING STRIPS m 24' O.C. 8" CMU 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP O Q lu w 3/4' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ER LEVATION PER LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T, FURRING STRIPS o 24' O.C. 8' CMU 1/2, GYP. WL. BD. WOOD BASE m 4 �INEDE CaRabE a L1NE h W/ WINDOW OPENING 1B WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'=I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 A W w o k � gg4 3 o U a a o O SUBDIV. & LOT• ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT* 04181.003-42012 MODEL: 4EHB °2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C PRINT 20 02 24 DATE: / / SCALE: 1 /4"=1' — 0" SHEET D 2 TOP: 2X6 P.T. c CENTER OF DOOR HEADER SECURED W/ (I) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 115' WASHER 4 NUT — TO BLK W/ G 1/4' TAPCONS 1 1/2' EMBED., 8' O.G., 4' END DIET,, 1 1/2' EDGE DIST. SIDES: ?X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, _ (3) EVENLY SPACED, ___JAI NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR D3 Q BUCK ATTACHMENT —LE, 1-11-m' 8' CMU I/2' DRYWALL Ix4 P.T. OR 5/4'X4' MIN, SECURE THRU FRAME 4 I'x4' EMEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/I6, TAPCONS DOOR CASING IMIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1-1/4' WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 Ia. O.G. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" yWINDOW TO BLOCK +3/4" OR +5/4' 2X4: cm SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK 51ZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6, CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN W OF EACH END S. CMU 4 I8' O.C. MAX SPACING, 112' DRYWALL 2X8: ® 1'X4' SECURE TO BLOCK P.T, NAILER W/(2) 3/16' TAPGONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 a.A CING. O.G. M SPAAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/I6' TAPCONS (M)N, SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16. O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN, SHANK SIZE 145 MIN. HEAD 51ZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING.-- NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4.) 8' CMU 1/2' DRYWALL TO BE POURED ❑CELL ZI—SoL W/SOO Psi REINFORCED CONCRETE REINFOFO RCED W/ f175 VERTICALLY I'X4' P.T. NAILER l/16' OS$, X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, 3/4" BUCK CONNECTION DOOR JAMB TO BLK DETAIL TO BLK DETAIL 2 SG4LE: 3/e • I'-0' 3 K4LE: I/4 • I -®' 2X4: ® 2X4: ® 2X4: Cm SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. WI3/16' TAPCONS (MIN. 1/4' TAPCON5 (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN, NOTE_ HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 WINDOWS AND DOORS SHALL BE MIN. EMBEDMENT 1 1/4'1 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') INSTALLED AND FLASHED IN WITHIN 8' OF EACH WITHIN 6' OF EACH WITHIN 8' OF EACH ACCORDANCE WITH THE FENESTRATION END 4 Ia, O.C. MAX END t 18' O.C. MAX END 4 18' OC, MAX MANUFACTURERS WRITTEN INSTRUCTIONS. SPACING. SPACING. SPACING. 2X6: ® 2X6: mm 2X6: SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/le,' TAPGON5 W/(2) 3/16' TAPCONS W/(2) 114. TAPCONS (MIN. (MIN. SHANK SIZE .I45 (MIN. SHANK SIZE .145 SHANK SIZE .I45 MIN. MIN, HEAD SIZE 300 MIN. HEAD 512E 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH ENO 8' CMU WITHIN 8' OF EACH END 5' GMU 4 18' OG. MAX SPACING. t IS' O.C. MAX SPACING. 4 15, O.C. MAX SPACING. I/2' DRYWALL I/2' DRYWALL 1/2' DRYWALL 2X8: ® 2X8: ® 2X8: SECURE TO BLOCK ❑ I'X4' SECURE TO BLOCK ❑ I'X4' SECURE TO BLOCK I'X4' W/(2) 3/I6' TAPCONS PT. NAILER WK2) 3/16' TAPCONS F.T. NAILER W/(2) 1/4' TAPCONS F.T. NAILER (MIN. SHANK SIZE .145 T/Ib' O.S.B. X 4' MIN, (MIN. SHANK SIZE .145 DOOR CASING 111111, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' O.5,B. X 4' MIN. MIN, EMBEDMENT 1 1/4') DOCR CASING MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EA _4 END WITHIN 6' OF EACH END WITHIN 6' OF EACH END DOOR CASING ♦ I8' O.C. MAX 4 18' O.C. MAX 4 16' O.C. MAX SPACING. DOOR JAMB OR WINDOW SPACING. SPACING. ATTACH TO 2X PER ATTACH TOB X PER WINDOW DOOR JAMB OR WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS, ATTACH 70 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" ��D�OW TO BLOCK +1 15/i6" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD 512E 300 MIN, EMBEDMENT 11/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, NOTE: STRUCTURAL 2X MST BE ON OUTSIDE 4 SECURED 2X6: mm THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MIN. I-1/4' W/(2) 3/16, TAPCON5 EMBEDMENT INTO BLOCK IMIN, SHANK SIZE .145 - MIN . HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 5' CMU 4 18' O.G. MAX SPACING. I/2' DRYWALL 2X8: ® SECURE TO BLOCK I'X4' ❑ W/(2) 3/16' TAPCONS P.T, NAILER (MIN. SHANK SIZE .145 DOOR CA51NG MIN. HEAD SIZE .300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18, O.C, MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" �D�OW TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" �WTNT1()W T(1 AT.fI('K +3" 2X4: cm SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE ,145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING, NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3/I6' TAPCON MIN. 1-1/4' (MIN. SHANK 51ZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END e• CMU t Ia. O,C, MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/I6' TAPCON5 (MIN. SHANK SIZE .145 MIN, HEAD SIZE .300 MIN. EMBEDMENT 1 1/4'1 WITHIN 8' OF EACH END t 18' O,G, MAX SPACING. I/2' DRYWALL I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/l2 )12d WITHIN 8' OF EACH END < W TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +3" �>1%OW TO RT OfK +4" NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3 7/16" WI�ND�OW TO BLOCK +3 7/18" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/I( ' TAPCON MIN. 1-114' W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 8' CMU 4 18' O.C. MAX SPACING. 112' DRYWALL 2X8: ® I-x. " SECURETO BLOCK P.T. NAILER W/(2) 1/4' TAPCONS I' P.T. X 4' MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN, EMBEDMENT 11/4') DOOR CASING WITHIN 8' OF EACH END 4 18' OC, MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114.) DOOR JAMB TO BLOCK +3 3/4" WI�D�OW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 3 R � C U @ � 0 w w o 0�p 0 B 0 = e 9 C 0 0 svHDly. ac LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605—HAYDEN" GARAGE s WING: RIGHT PAGE: DETAILS %160 MPH EXP. C RGXLaNes a uACRA � AR NO 7? 0 DATE: 02/20/24 SCALE. 1 /4"=1' - 0" sI'lEET PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VCO E EXPIRATION DATE FL# MANUFACTURER CATEGORY DESCRIPTION CODEVERSI EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL -#1105 2023 FBCR 12/31/2035 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL -#1122 2023 FBCR 12/31/2035 13872A4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1100 2023 FBCR 12/31/2035 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10737.11 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1123 2023 FBCR 12/31/2035 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13904.6 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2024 16503.1 KAYCAN LTD. PANEL WALLS EXT.. SOFFITS 2023 FBCR 12/31/2024 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 16544 - R7 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2023 FBCR 4/30/2026 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2023 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2024 239SSA THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2024 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.5 THERMA-TRU EXT. DOORS N-O" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2023 FBCR 12/31/2024 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2023 FBCR 12/31/2024 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2023 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2023 FBCR 12/31/2024 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2023 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2023 FBCR 12/31/2026 13192.2 JAMES HARDIE BOARD PLANK 2023 FBCR 12/31/2026 13223.2 JAMES HARDIE BOARD PANEL 2023 FBCR 12/31/2026 19901.1 JAMES HARDIE BOARD REVEAL 2023 FBCR 12/31/2026 13265.1 JAMES HARDIE BOARD SOFFIT 2023 FBCR 12/31/2026 30310-112 IKO SHINGLES 30 YEAR 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 5/21/2027 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 15272.2 RS ALSIDE ALLIANCE 'T4'VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188-RS MID -STATES ASPHALT& CANT STRIP, INC. ROOFING UNDERLAYMENT 2023 FBCR 11/2/2025 41886.1 MI WINDOWS & DOORS SINGLE HUNG 2023 FBCR 8/27/2027 J. THIS IS A COMPILATION OF PRODUCTAPPROVAL LISTING IN THE STATE OF FLORIDA THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/14/2024 W W W.FLORIDABU ILDING.ORG CONTROL DATE: 02/14/2024 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www. a bd es ig n g ro u p. co m ` AA #: 0003325 F � � Q Q o p S r a LL -s y �s � C � A SUBDIV. & LOT• ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C ROL-,AND A cRA AR NO PRINT 02 20 24 DATE: / / SCALE: 1 /4"=1' - O" SHEET D4 OL FOLD INWARD • PT. A O LD C I • PT, B. A ®FOLD ® KICKOUT DETAIL FOLD WOOD SHEATHINGS OI. FOLD IwwRD . O t FOLD I- . Pr. A OR CMU 1.A l.cREA-sE.rr.B WRB LAYER #1, DREASE • P -B 3 CREASE • P c STUCCO WRAP (FRAME ONLY) 3. CREASE • PT. C ;, 4. FOLD PT. C OVER PT. B TILLTOucHE6 I�.,' BOTTCH FL- ® g" THICK, 3 COAT CEMENT PLASTER(FRAME), I/2" 2 GOAT i ' I CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) ® ©FD D © LAP WRE3 B TAPE OVER ROOF/WALL SCREED • ,,. BDrron PLAIICE WATER TIGHT /� SEAL. FOLD, QQ tl2T CUi. J' THICK, 3 coAT CEMENT ? �i 5"X5" "L' TYPE CONTINUOUS FLA5TER <FRahE ), la•]COAT _F GALV. METAL FLA&HINGs CEtIENT PLASTER rG?J) z WRB LAYER•2, FORTIFIBER Lll (NAIL TO ROOF DECK, NOT EWILDIN F-AF'ERrFRAMEONLr) WALL SNEATHINCs) WRe LATER a, �I GAP SNINGmLE - DO NOT NAIL, „ ; r uk:•• STUCCO WRAP( RCN Y) NSTALL WITH ROOF CEMENT LAP LAYERS CF BUILDD ING SHRKiLE9 LLRAP {;. 4Y-�i yi?„ • O.�ER NAILING FLMYaE, 9iOP f• /, � e• ,. ri:., • SH fix, l ABOVE ' i i y •�- IFRAt1E ONLY) g. • ." : f Z.• FRa-IE oR av �ti .• EXTERIOR \ ROOF CEMENT ~ SSWALLFLASHING £ ROOF PER ELEvATIONB QQo t T' KICK -OUT FL48HIT-Ka [BEE rRa DETAIL) 9 - a- FELT UNDERLAYHENT dt WATER TIGHT REAL (BEND CR SOLDER, DO NOT CUT) SHINGL£ROOFIFG �Q �O% NOTE: INSTALL KICXpIT Y O L48HING AT BOTTC`I CF R0.`F 1 W4LL MTERSECTICN9 DRIP EDGE. OVERLAP 3', EMEND I/t' -LY FASCIA WRAP &-IEATHMG. I'E:CHNJIG4LY )> FABEN4°�� 5 L)) FLASHING LEGEND DRAINAGE PLANE �UJRB LAVER 1*1, STUCCO UJRAi=) IURB LAVER #2 «ORTIFIBEiR - - - -'- - 5UILDING PAPER) METAL LAIN x x—x—x WOOD OR 711roll ZIP UJALL j SHEATH INCH SELF-ADNE&VE FLASHING - - - - - - NOTE: METAL LATH: LATH TO SE FER SECTION FC03,7,1 / 45TM CIO( 3-2O18B, MIN- 2.5 LBS. PER &0, WARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F m � vxi w � � 4 o o a a a o a � e C v z a 9UBDIV. & MT: ABBOTT PARK LOT #42 BLK:l PHASE: 3 PROJECT# 04181.003-42012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 A. AI NO 77 PRINT 02/20/24 DATE: SCALE: 1 /4"=1' — 0" SHEET W l 107�IL Di DR,41NAG;E PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDINCx PAPER) ME7,4L LATH x x—x x STUCCO WOOD OR 7/I(o" ZIP UJALL - - SHE,4THINCz SELF-ADHE51VE FLASHING NOTE: METAL LATH: L47H TO BE PER SECTION iR703.7.1 / ASTM C1063-20188, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5FE(--IFIC4710NS) STUCCO FINISH o" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREI"IANUF. DRYER VENT CAP [SET IN CONT.SEALANT) SEALANT s TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALLi 6' SELF ADHESNE FLASHING [INSTALL PER I'1ANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH GOAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO FI Fr METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHE,4THING- 57Ef= 1 WOOD 514EAT4NG WRS LAYER STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PEPAR METAL LATH WOOD 1/6' TEXTURED CONSTRUCTIONFINISH m WOOD FASTEN TO WOOD STRUCTURAL MEMBER a I' O.C. MAX 8' CMU' Y' TO �' MID -WALL WEEP SCREEDS[,' E 2 — LJ ® 6' WIDE STRIP SELF - ---- ADHE51vE FLASHING, CLEAN MA50NRY BEFORE APPLYING TEXTURED FINISH ® MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRB LAYER *1, STUCCO WRAP CUT `X" INTO — SELF -,4[)PEf;Z[Nr, X MEMBRANE FLASHING i APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OvER APPROVED WRB LAYER -1 5T=1= #2 APPROVED HOUSEWRAP WRB LAYER "I, ELEC. METER FIELD BELOW STUCCO WRAP - VERIFY LOCATION CUT SUCH NO MEMB APPLY 60 MIN GRADE "D" FELT ING MEMBRANE FLASHING MEMBRANE FLASHING ENTERS OVER APPLY STUCCO SCRATCH COAT APPLY To F AND ONE (1) LAYER OF PAINT E FL45HISELF-AG OVEG FLASHAPROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER -2, FORTIFIBER BUILDINCT PAPER CAVITY TO BE FILLED &TEF 3 WITH R161D POLYMERIC &TEF 4 ISOCYANOTE-POLYBLEND FOAM ("CsREAT STUFF" OR SIMILAR) APPLY A SILICON ELASTOMERIC BASE SEALANT AT POINT COATING, OVER STUCCO/ C.V. FINISH THAT ELEC. UJIRE PENETRATES (SEE TYPICAL WALL APPLY E-Z BEAD SECTION) Jr OVER 60 MIN -�X GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS \--PROVIDE STUCCO 5GRATCH COAT LARC-ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION THAT � BANE - Box, ACE S TEF #5 5TEfi (i) (o ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � y O v p 3 � o q B 4 U S ° 9'V3BDIV. 8e LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECTiy 04181.003- 42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C iL 4. AI NO PRINT 02 20 24 DATE: � � SCALE:1/4"=1'-0" sI;EET LEJND DRAINACxE PLANE (LURE LAYER *1I, STUCCO WRAP) LURE LAYER #2 (FOiRTIFIBER — — — — — BUILDING; PAPER) METAL LATI-� x—xx—x STUCCO` WOOD OR -1/1&° ZIP WALL SHEATHINGS SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM CIO& 3-20188, MIN, 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SFECIFICATIONS) 2 1/2" �/ CORNER BEAD (FASTENER 8 &FACING a I" O.G.) 1/2" THICK, 2 COAT CEMENT FLASTER AFFLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK 1441 N. RONALD REAGJBLVD.LONGWOOD, FL 32PH: 407-774-60FAX: 407-774-40w ZbdesigngrouAA 000332 x � �s o rL a e � � � w w o � � o C C ° MOM as LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CHITE ST O IDA 1p" t , R A CRA AR NO 2 PRINT 02 20 24 DATE: / / SCALE: 1 /4"=1' — O" SHEET WA3 WOOD CONSTRUCTION BEYOND WOOD 5HEATWING UZATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER •2 // \ 6X1 %LALP SIDINGSELF-ADHERING FLASHING 6'5ELF-ADHERING / Q� FLASHING G \ 1 WEATHER RESISTIVE BARRIER M STARTER STRIP (LEATHER RES15TIVE \ \ _ / BARRIER 12 DO NOT CAULK OR \\ �/ 6' SELF -ADHERING SEAL OPENING i _ / FLASHING GALV'D METAL GALV'D METAL 1 - <� 'Z' FLASHING FLASHING _- DO NOT CAULK OR I Ya' X 6' SIMULATED t i, -- SEAL OPENING WOOD TRIM MEMBER $TUCCO CASING BEAD t� __ N' • _ / I7\ j I Y' X 6' SIMULATED 44 WOOD TRIM MEMBER - \ SEAL GAP W/CAULKING OR APPROVED SEALANT �- STUCCO CA51NG BEAD SIDING TO STUCCO C) BLOCK TO FRAME �� TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER #2 (FORTIFISER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO ,-. WOOD OR 7/Iio" ZIP WALL 77/= SHEATHINC-t SELF-ADHESIVE FLA5HING NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 /AST-1 CI0io3-20155, MIN. 2.5 L-55, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 ww .abdesigngroupxom AA #: 0003325 w Q y � s a w J � � � O Q Q Q 9 L C 2 N Ll 9U33DIV. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT DATE 02 20 24 SCALE:1/4"=1'-0" SIME�T r V V A4 AVAILABLE SN:EB MOUNTING CARE SHOULD BETAKEN IN KEEPING THE VENT PROPERLY 4",S"AND 1 ALIGNED.VENTPIPE ISSEALEDIFUTILIZED.NAIL PLACE SHOWN IN 4- GALVANIZED USING 14' NAILS AT EACH CORNER. ROOFING T SHOULDD E BE APPLIED ALL SHINGLE EDGES NEARAR THE PREPARATION OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUTTHEGOOSENECKVENTOPENIORDANCEROOF RECOMMENDED IN SEVERE WEATHERGOASTAL _ SHEATHING. SI, IN THE PENING IN CHANCANCEN FAN CHART SHOWN. IN THE EVENTA MECHANICAL VENT FAN IS CONSTRUCTION ZONES. Vv1TH USED, SIZE THE VENT OPENING N CONNECTION VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. FITTING REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING, SLIDE THE TOP AND S1DE FLANGES OF THE VENT UP AND UNDER SHINGLES.ALLOWTiEBOTTOMVEWFLANGESTOLAYON THE TOP OF TIE SHINGLES. IF -41— E o� ROOF HOOD VENT DETAIL CUT HOISEWRAP - AT 4S' ANGLE 135�- MODIFIED 'I' CUT K •�' IN HOU5EWRAP LINE OF WINDOW OPENING 1 APPROVED HOJ5EWRAP OVER SHEATHING OVER WD STUD WALL STEP I IN5TALL b' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL. 1' BELOW 51 FLEXIBLE F DO NOT BE FIN FOLD IN AT SLOB NSTALL SELF AD :LASHING III HE 'LASHIN JAMS)N 'LANGE EXTEND SELF -AD =LASHING BEYOND "LASHING NSTALL CAP ASPHALT SATURATED FELT NEOPRENE BOOT ASPHALT PLASTIC CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALIGN FLASHING W/ TNT. EWE OF SILL RO. MECHANICALLY FASTEN FANNED EDGE&(CAP NAILS, STAPLES) INSTALL DUPONT FLAW AS TI- FLASHING AT THE FOLD HOASEWRAF DOWN ITAPE DIAGONAL CUT 4 ACROSS HEAD OF WINDOW PLUMBING VENT DETAILS SCALE: NT5 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 1� (FULL WRAP) SCALE: NTS -PLY %, ONTINUOI: JF SEALAN AMOS ANC wfP-Y TO JINDOW NA. 'LAWSE IN IRE -PUNCH TOLES OR INSTALL 6• WIDE ADHESIVE - MACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (FROTEC70-WRAP BT-20XL a EQUIV) STEP J INSTALL PLUMB,L AND 80L MANUFAC WRITTEN INSTRUCT MEMBRANE FLASHING OVER JOINT 36° WIDE VALLEY FLASHING O fASTNERS VrITHIN 5U OR HEAVIER FELT 6"OFCENTERUNE II IN UNDER ENT END OFSHINGLES END SHINGLE ASPHALT I ___—EXTEND AT LEAST I—EYOND VALLEY CENTERLINE ROOFING CEMENT �� OFF f ' � T_ CORNER _ CORNER AT 450EGREES SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE II. INO S . THE CONTACTORS RESPONVEILTY TO VERIFY ROOF VALLEY DETAIL THE GG)"'E"" LITY ALANTF ALL PRODUCTS HERN INCLUDING, SEALANTS I SELF -ADHERING SCALE: NTS FLASHING MATERIALS USED DURING CONSTRUCTION. FLASHING M 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT CO"'IPATIBLE. NOTE; CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 11S9 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE; REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH \ 1 EVIDENCE OF WATER INTRUSION BELOW THE J) I J / WINDOW OPENING 1 NOTE; SEAL INTERIOR PERIMETER OP WINDOW WITH '•� SEALANT APPLY 051 HU (OI EOAAL) SEALANT e WINDOW/GMU JOINT. FLUID APPLIED FLASHING (LANGO WHITE -SEAL RG-S8 OR EQUAL). SLOPE SILL TO EX NOTE: L IT IS THE CONTACTORS RE51FON51BILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS I SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRICTION. 2. FLASHING AT EXTERIOR WINDOLL5 AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD LI OF FBG R103A I.I IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS. WARNING: SEALANTS MAT REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS F x h � Q W U[rV5- LS 2 � QQp 0 o � pp a m C 0 = r 6 m C 0 z � A SUBDIV. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT 02 20 24 DATE: / / SCALE:1/4"=1'-0" SHEET WA5 I I� 2x& SUB -BAND W/1"x4" NOTCH 5 END, WRAPPED IN PEEL 8 STICK ,a DRIP EDGE I\ -Ila" TEXTURED FINISH @ WOOD 1/2" TEXTURED FINISH e CMU METAL FASCIA WRAP Ye" FROM STUCCO, I" FROM \ WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2XC \ SUB BAND ONLY v j `\ I \ i r ®ELEVATION ®f=L,4N A �i METAL FASCIA WRAP( , 2X6 SUS BAND _- i ®FLAN r—ROOF KICK OUT REMOVED FOR CLARITY —ROOF DECK (BEYOND) �rt\DRIP EDGE, I° OFF WALL NOT INTO STUCCO) 1T/5" TEXTURED FINISH e WOOD, 1/2' TEXTURED / FINISH s CMU ��2x6 SUB -BAND W/I"x4" NOTCH END, WRAPPED IN PEEL 8 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL I/V TEXTURED FIN16H o WOOD 1/2' TEXTURED FINISH s CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP(FR4ME ONLY) WRB LAYER •2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 1x4"x4'-O" SCABBED TO TRUSS W/12d NAILS 6"-a' O.G. MAX. 2x SUB -BAND W4/2`x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL I t� SUB BAND DETAIL C WALL W/KICK- OUT FRAME OR CMU 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 W4/2'x4" NOTCH e END, WRAPPED IN PEEL 8 STICK -ROOF CEMENT o 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. /4" ABOVE BOTTOM OF DRIP EDGE 2x 5UB-5AND W4/2"x4" NOTCH e END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 N � N � � s a w J � .a- T w QQ o a a a a � r c o e = e a a m A SUBDIV. 8t LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C R ND A. ABOWCKACRA 11 AR NO 93723 00 PRINT 20 02 24 DATE: / / SCALE: 1 /4"= l' - 0" S (MET WA 6 39'-8" 27'-10" 4" CONC. W SLAB a - 0'-0" w O w a w l TOP O F N 28,_2., SLAB io J G L• I' _ — — — — — — — FM-160—-4 X2 II — III I 1.1 II 2.7 3'-9" 6'_2' 5' 9" 18' 4" n li 4" PVC y it CHASE I II o SLAB I III LLI J w U �0 w v - 20'-5" 7-5" III 11'-10" w � I I 9 I I —L CW-12X12 II II F'2 4 o 8 11 o;',o II 1.1 t.t N X wlilz CWC-12X12� _Ili N < L 211 � ILL c): %. UP TO 2ND FLOOR aiw (FIELD VERIFY O II' 8 EXACT LOCATION) 1.1 5 2'-8" 9' 4„ 1 #3 TRANSFER STEEL § o — 24" O.C. MAX - N 2 0" ELEV. FIN. 1.1 1O N Y'N.CON C. SLAB �I I� 2; L_ _ FM-16220 FMC- 16X20 4'_5"-10" 16'-0" 2'-1 " w �~ N a 4" CONC. SLAB — —FM-16X20 — — FM-12x18 0 4 N 4 _ _ - �,. 1'4' 19'_4" + 20'-4" FOUNDATION PLAN SCALE: 1/4"= V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2, TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, E3INDICATES #6 BAR, WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90, HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'�: AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 "I 6 ""VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS, SAME SIZE QUANTITY IN FOUNDAT11 SCHEDULE N, WITH EDU 0" EGEACH WAY. MARK WIDTH LENGTH THICKNESS I BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12118 12" CONTINUOUS 19, - (2) #5's - (+)0'-0" FM-16x20 16" CONTINUOUS 29' - (2) #5's FM-20x20 20" CONTINUOUS 20" - (2) #5's FMC-16x20 16" CONTINUOUS 29' - (2)#5's - VARIES CW-12c12 12" SEE PLAN 12, - (2) #5's - (+)o"o, CWC-12x12 12" SEE PLAN 12' - (2)#S - VARIES F-24x24 24" 24" 12" (2) #5's (2)#S SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F' W m W w �u o � 4 � c� w w 6 C C m H O A SUHDIV. 4a LOT: ABBOTT PARK #42 BLK:1 PHASE: 3 [LOT ROJECT# 04181.003-42012 MODEL: 4EHI3 "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 1 ROLAND A. ABOOCkfACRA BAR NO 93723�NO 93723� DATE: 02/' /24 SCALE: 1 /4"=1'— O" SHEET�q O t -1 I ---I--- -- -- I 30 MIN. EACH WAY MONOLITHIC FOOTING }} a STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �_ d" = STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I o r _ GARAGE DOOR SPACING REQUIREMENTS - :- �� RECESS m U - d ti w —z� FM I" "f 5= e N o o CORNER BARS, SAME SIZE AS LARGER BAR O a> Q m 8"CMU WALL , „{ IN FOUNDATION WITH 30" LEG EACH R 8"CMU WALL m z WAY AT ALL CHANGES IN DIRECTIONS c v" SO THAT THE STEEL REINF. U CONTINUOUS I MATCH AMOUNT OF CONTINUOUS BARS CURB FOR - TOP OF SLAB TOP OF SLAB MASONRY / (-) VARIES CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET T pro, AT ELEV'. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. SEE SLAB SCHEDULE TOP OF GARAGE c EXT. PORCH SLAB, W/ 1/2 ISOLATION �.. 4 CHAMFER (1 STORY) o B CHAMFER (2-STORY) #3 18" EXT. PORCH SLAB W/ 1/2' ISOLATION 4" CHAMFER (1 STORY) �e ` - WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING JOINT (WHERE • • APPLICABLE) z -' #4 24" SEE SCHEDULE #5 30" ' JOINT (WHERE 6"CHAMFER (2-STORY) -, • ` • SEE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST FOR WAR, BAR Y APPLICABLE) FOR MO, BAR SIZE NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO ANDBARQDANTI #6 36 TI ANDBARQDANTI MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING MONO -FOOTING �3� CORNER BARS DETAIL DOOR OPENING 1 2 @ GARAGE ^ p SQALE: 3/4"=1'-p" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL Wi PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 41 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE w NEW REINF. BAR o d No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W! PLANS FOR SPACING. SINGLE m SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12"x9" / 2" BTM. PLATE TO BE PT. 2" CAPPED EPDXY. MIN, EMBED � TO BE PT. PROVIDE DBL. TOP R SET IN HIGH STRENGTH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ELL. PLATE TO SLAB W/10d MASONRY GALVANIZED PIPE < 8", UNO i o FOLLOW ALL MANF. PLATE EPDXY 5-1l2" EMBED. MIN. @ 16" OC NAIL 12" O/C STAGGERED. W/FLANGE BASE z SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX ADDITIONAL METAL USE AND # BTM AND TOP PLATE W/ 10d 1 12" CONNECTORS NOT O - PREPARATION OF p ANCHORS x COMMON NAILS FILL ALL 4" 4" �_ —HOLE. a HOLES, DO NOT USE 10tl UPLIFTRREQUIRED PRESENT. SECURE FLANGE TO SLAB W/(4)1/4" X 21/4" O - x 3" -SEE SLAB SCHEDULE - SEE SLAB SCHEDULE TAPCONS �. ro Q� +- 0,-0, +- 0,-0" Q- TOP OF SLAB a a TOP OF SLAB fCHAMFER (1-STORY) 6CHAMFER (2-STORY) A " EQ. EO. SEE SCHEDULE EQEQ' SEE SCHEDULE FOR MD, BAR SIZE FOR W D, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD �� MONOLITHICFOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL c $ (W/UPLIFT) SDA E 3/4"=,'-0" �_�! (NO UPLIFT} - (1)#5 REBAR VERTICALLY W/GONG. w POURED CELL 8" CMU 5 - #4 REBAR @24" O.C. @ CENTER OF LAP TOP PLATE A MIN. OF 48" w - I SLAB AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED z NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND g I LAP TO OCCUR OVER STUD OF WALL WI PLAN 41 SPACING REQUIREMENTS I O �o I i � 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z '- WALL W/ SYP No 2 STUDS SEE a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO BTM. PLATE TO BE PT PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL 12O/CSTAGGERED. i 4" CONC., REINF. W/ a 6"x6" #10 WWM ON ADDITIONAL METAL6- CONNECTORS NOTVAPIOR BARRIER ONE REQUIREDWHENNO CMU WALL POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. 8" CMU FILLED CELL (TYP.)_ CLEAN FOMPACTEDILL TE f(2) TOP OF SLAB �:, TREATMENT SHALL BE SEE SLAB SCHEDULE SEE SLAB SCHEDULE 2X WALL FRAMING 1/2" DIA. SIMPSON ST82 BOLTS 5" EMBEDMENT INTO A BORA-CARE T. #4 REBARMINIMUM GROUTED CELL, 4" FROM ENDS AND- P OF 8LA6 'ISOLATED COLUMN PAD CENTERED UNDER WALL AND16"O.C. VERTICALLY MAX 5 REBAR ON CHAIRS POURED MONOLITHICALLY WITH •� FOUNDATION AND SLAB OIL OR 95% °. sEE SCHEDULE 12"MIN. DEPTH INTO w COMPACTED SOIL SEE SCHEDULE FOR WxD, BAR SIZE / VIRGIN OR ENGINEERED SOIL Q FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY /XI SLAB HEIGHT LESS THAN 3'-G" PER PLAN COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO EXTERIOR MONO DEEP INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION FOOTING W/ BLOCK WALL 9 ^„ IV 12 11 SCALE3/4"-1'-0" SCALE: 3/4"=T-0' (NO UPLIFT} _ SCALE: 3/4'-1'-0' SCALE. 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.Dom AA #:0003325 F W h � Q w � r ' Q � L� pp pp pp � C C z � 0 sysDly. aLOT: ABBOTT PARK LOT #42 BLKA PHASE: 3 PROJECT# 04181.003-42012 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE:: 77 t1LJ-- DI-1 S 160 MPH EXP. C DATE: 02/20/24 SCALE: l /4"= V— 0" SHEET [St. IA __- - ---r 1, 111_81, n z'a" FIRST FLOOR DOWEL PLAN SCALE: 114"= 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F 14 h � Q o z h w w w p�p 0 0 d C C H Z m A svHDIV. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT* 04181,003-42012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN %160 MPH EXP. C oop HITEc ST F FL DA F ROL A. ABO AtCRA AR NO 937 3 DAR E: 02/20/24 SCALE:1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR TO RIZATIONAL A REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL Y REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. f ` g a#5 BARS a m a o 0 a10'HOOK 0 a 1-a —` --- CLEAN OUT REQUIRED - FOR INSPECTION 0 0 0'-0" FIN. FUR. TIE ERREBAR TO HORIZONTAL - REBAR W/ 10" HOOK 'm 4 • a BAR SIZE 488AR DIA. c o mo #3 18" #4 24„ #5 30 #7 42 . CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES �k O MASONRY SYMBOLS BAR SIZE 48 BAR DIA. OFFSET METHOD CONTINUOUS METHOD 24" HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL #s 30" 3 SCALE 3/4"=T'0' �� REINFORCING �" (D____S.nl'n0RCING �' , / SCALE: 3/4"=1'-0" Q I NEW REINF. BAR VA SECURED W/ 2- PART STEEL -REINFORCING IN GROUTED h EPDXY. MIN. EMBED - CELL SEE PLAN FOR SIZE AND UNO z o FOLLOW ALL MANF. d- SPACING REQUIREMENTS o l SPECIFICATIONS FOR w - �m USEAND j # PREPARATION OF N HOLE. Q - 8" CMU WALL m 6.� I _ +__0. QQ TOP OF SLAB TOP OF SLAB SEE SLAB SCHEDULE EXT. PORCH SLAB X. a 4" CHAMFER (I -STORY) z -_ BAR SIZE 48 BAR DIA #3 181, o a s _ ISOLATION 6"CHAMFER (2-STORY) STEEL REINF. OF JOINT(WHERE • #4 24 BOND. BEAM APPLICABLE) MATCH STEEL 30' E 1 REINFORCEMENT 6"PVC CHASE N PER SCHEDULE #6 6„ PVC CHASE THRU FOOTING THRU FOOTING 4Z' #7 42" MATCH STEEL ADDING BAR TO REINFORCEMENT BOND BEAM SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE 4 SCALE: 3/4"=l'-U' THRU FOOTING 5 SCALE: 3/4"=1'-1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 F y 'T V g U QWQ pWp Wpp Q ��`+ V O SUHDIV. & LOT: ABBOTT PARK LOT #42 BLKA PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EAR C PRINT DATE: 02 20 24 SCALE: 1/4"=1'-0" SHEET S1. 2 A 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) 1Ed 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 FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. HEADER SCHEDULE MARK SIZE 8 REMARK DESCRIPTION (1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I 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 (1�1) SIZE W,xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 13B1 MASONRY 3000 8x16 — (1)#5 1 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES --.---- air°r-i_"u2 use. ..,----__:',_® _—' �--_s_.- FIRST FLOOR LIFT BEAM PLAN SCALE: 114" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W b a J o a Z o m o � o w Q i � M r O 3U33DIV. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MO DEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH EXP. C PRINT 02 20 24 DATE: / / SCALE: 1 /4"= V— 0" SKEET S2 I � #5 CORNER BAR W/ 30'' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM - CORNER REINFORCING OF BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM I — AT LOWER ELEVATION /—#5 BAR BENT / AS SHOWN 4 OPEN FACE SHELL SO _ AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP J SCALE: 3/4"=1'-0" e G �N� �N OJO NOTES TO THE INSPECTOR/CONTRACTOR TYR 8'k8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST =— TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" - - - - - 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. TI=-- FO�gFE 8xl6 DEL. BOND TOP OF 9e BEAM W/(1)#5 BAR = BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF • OQ�Ax�G W/(1)#5 BAR _-�-- BOND BEAM Op F = FILLED W/ GROUT _ tN U = UNFILLED GROUT SOLID FROM JJOP OF OPENING NOMINAL LINTEL TO TOP OF BOND WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. yjh} M BEAM COURSE SEE NOTE 5 pes E �C �ETE 1 6_ 1 `T/1 ' " /O LINTEL W/ BAR LOCA8.8 PRE -CAST TED PER /� X, NOMINAL BEAM SCHEDULE - MASONRY HEIGHT #OF#5'B,TOP BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -IT/i MIOS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-lT/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- iT/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL �I WINDOW III �3 PRE -CAST 1/4" WINDOW SILL --- '- SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE 11/2"=1'-0" SINGLE #5 CORNER — BAR, 3000 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM -- I PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1 ' J SCALE: 3/4"=1'-0" PRECAST HEADER(MIN) 2x4 (MIN 2X3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND LL SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" = V-0" WOOD SECTION FASTENER SPACING d. =Z' MIN, 2 ` MAX a=2 j"MIN, WMAX (2) 2x4 &=1j"MIN,2}"MAX c ='J" MIN, 2 j" MAX 6a =2" MIN, 2 }" MAX sa = 2 a" MIN, 9" MAX 12) 2 s� =1 i" MIN, 2 }" MAX e=J"MIN, 2}"MAX tle =2" MIN, 2 a" MAX =2}'MIN, 9"MAX 2) 2� s, =1 �" MIN, 2 i" MAX c =J" MIN, 2;` MAX 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: dN = END DISTANCE s, = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE -MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE N T S. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroupxom AA #: 0003325 w Q h 4 o o wp w � W " C C C O sUBDIV. & LOT- ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C u IOLAAR NO A. 93743 FtA�J DA ET 02/20/24 SC ALE: 1 /4"=1'- 0" SHEET S2.1A --T I � I I I I- . IT - 1 11 1 --r__ I "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 PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-05 116.1T/0B /20-1T/OB /24-1T708 28-1T/OB 32-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/161T 8(20-1T 8/24-1T 8/281T 8/32-1T 8/8-16 116-1T/1B /20-1T/18 /24.1TH8 /28-iT/1B /32-1T/1B 8/8.2T 8/16 2T 8120 8/24 2r 8128-2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 6531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'4" PRECAST 1065 700 2305 3125 3945 4765 5587 1 4'4" PRECAST 1 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 625s 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6-6- PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T$" PRECAST 570 938 2498 2205 2698 3191 3685 T-6° PRECAST 303 534 T-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 1 2025 2426 2827 3228 9'4" PRECAST 428 633 1593 2204 2481 2818 2621 9 4 PRECAST 192 384 9' 4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 489s 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 yM 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 763 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 2535 13' 4" PRECAST 62 298 13' 4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 lsos 1950 2369 37e 7n 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 366 sea 793 41 412 1014 1340 1703 70 2118 2513 230 616 908 908 13 1134 1353 1572 17'4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 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 165F45O 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 654 824 1014 1147 124 319 455 581 687 793 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i w Q o C S B C n m C m 0 0 SUHDIV. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C PRINT 02 20 24 DATE: / / SC ALE: 1 /4"=1' — 0" SEMET 2 o 2AJ 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 HiOA OR I 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 FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'�. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ 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. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4-(3 Y2"x5 %") SYP, HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT FIRE 3l4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE ENS STOP FLR. TRUSS ELEV. VIEW 1 1 PRE-ENG. FLR. JOISTSI 3/4" PLYWOOD DRAFT STOP 1 PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS 10E 3.1 3 1177 II III II II II II II II I II II II II II II II II II III I I I I FT4 I I I I �1) I FTS I I I, 0 II II II II II II II II it II II II II II II II II I FT3 II I', II II II II II II II II II II II II II II II II II III II}— �I I �I —III-III �I �I I I I.I I }I. I I III M M FI M 11 �1 P1 I I I � I— II II II II II II 11 I 1 I II II II II II II II III 4— — n II II II 53.16 u lIU N N N N N I I I I II D SIMPSON LGUM410SDS W/ (8) 3/8' x 4" II III III II II I I NO.2 SY @ TITEN HD ANCHOR AND 1/4' 21/2' 12" O.0 GIRDER TO CMU WALL W/ 2x4 WOOD2E,NT I II II (8) x O.CNANDOAT EACHE O SIDS SCREWS TO GIRDER. EIII A III -I , II II ,I II II 11 II II II IIDRAFTSTOPPING PROVIDE IIFTGB (2-PLY LVL BEAM I FT2A''I I ALONG THISII TRUSS LIMIT AREA O ELO'�I �h 1000 S.F. PERo 302,12 I�I FT2G r 53.1 E4 -----=-1_ 3.1P —7_ III PRE -FABRICATED FLOOR TRUSSES @ 24" O.C. ----I----- 9I ' II II II II II'"'"'II II II II II II II II II II II II pi II 11 EJ6E tlL_�Il.___JIILII _ 11 __ILA I I I I I 11 '� 14 I t I ' I III DBL STUD SEE DETAIL I I (8 / 2.1A) °1 II II II II II II II II 2x4 WOOD WALL 12x6 WOOD WALL W/ I I I III W/ NO.2 SYP. (1) NO.2 SYP. STUDTo I I STUDS 12" I I UNDER EACH TRUSS O.C. AND AND AT EACH END r AT EACH END I I I it HNHNHHHII! iNT — IHTTNr — uwi III II II II II II;.,,II II II II II II II II I I 11 I I it ,'1�11 I 11 I I I I I I I I I I I II II II �''ll II II II II II II I. II II II II II II II II 1 FT1 EllIII I I I I I I IyI I I I I I I I I 1 1 IyI �� _ - (2)2x8 SYP. LEDGER W/ 3/4" BOLTS & 3 - WASHERS, MIN 3" $3.18 EMBED., 16" O.C. & 6" 10E FROM THE EDGE FIRST FLOOR FRAMING PLAN SCALE: 114" = V-0" OWT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroupxom AA #: 0003325 W o _ � � _ wpp pw pwp C C C O 3713DIV. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C 1 PRINT 02 20 24 DATE: scALE: 1/4"=1'-0" SHEET S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 i" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE, VERTICAL APPLICATION OR WRAPS OVER C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 q" NAILS TO GIRDER AND (7) 114" x 2-1/4" TITEN SCREWS TO CMU. (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 ` NAILS TO GIRDER. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2. 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 ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT BYP#22"x4", 61, 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 @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT= U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L'. 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE SECURE BT. PLATE TO SLAB W110d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d 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 1/2" GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. BDALE3/4"="°" (NO UPLIFT) NOTCH DEPTH 14-0 EDGE HOLE EDGE >5/8" 1 r HOLE DIAMETER < 2/5*D SGL STUD OUTER t130F SPAN ONLY /f� .—HOLE EDGE>5/8" BTM. — PLATE STUD NOTCHING AND BORING LIMITS scALE: 1 vz'=r-a' ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", (9) 10d x 1 �' NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX- TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS, CONNECTOR 1r �A-(1) SIMPSON LGT3-SDS2E GIRDER TIEDOWN �I WITH (4)'4" x 5" TITEN HD TO CMU AND (12) SIDS _ "x 2�"TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1.2, 21 WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SDS a'" x SEE ARCHITECTURAL 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) t6d GALV. COMMON NAILS. z" x 5"TI HD CMU AND (O S) 1q" x 3" lx2 SECURED W/ 10d �(2) O G R MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17, 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 2a 2b 2c SCALE: GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS @ EACH END. TOTAL OF 10 FLOOR GIRDER \ 71_1�1 HTT4 WJ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-V2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB GIRDER/WOOD POST CONNECTIONS 5 HOLE DIAMETER C - SIMPSONHGLJS28-2 G <2400 LBS, U <2560 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. < 3/5*0 DBL. STUD EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL#17232 D-SIMPSONHGUS28-2 G <4800 LBS, U <2650 LBS W/(4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL#17232 E - SIMPSONHGUS28-3 G < 4800 LBS, U < 2550 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL#17232 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=V0" 6'-0" MAX (W/iXb) OR 10'-0" MAX (W2X4) I # 11()0 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE'. 3l4"=1'-0" lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING V SCALE: 3/4"=T-0" PERPENDICULAR TO OPEN WEB TRUSS (2) 2X12 TRUSS 9RG. za• Mar. wi za" MAx. wi ��aaa MAX. END SYP. P.Y. SEE FRAMING PLAN owT. ow.r.svaclNc FRONT _ TYP. TYP. LEDGER END OF a 12" 12" 12' 12" LEDGER ',i ')( BOARD °s (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER & 5 112' LEDGER WITH O.W T. MIN. EMBED. (TYP.) (2) 2X8— SYP. P.T. PARALLEL TO OPEN WEB TRUSS FRONT LEDGER - 2-0" DEL ZXB P.T. ^ ` LEDGER "DIA. x 10" J-BOLT OR WEDGE ANCHOR @ REAR BOLT W/ 5" MIN. EMBEDMENT IN GROUTED ^ LEDGER CELL W/ 1" MIN. DIA. WASHER TO BE O SPACED 24" O.C. MAX. IN THE FIELD A AND 8" MAX. FROM THE END. SEE DETAIL A 1. ENSURE THAT EXP. SO LTS/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-BOLTSlTITEN 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 BOLT SIZE MIN. END DISTANCE CENTRAL SPACING R DOUBLE SYP 2x8 1/2" 8" 24" O/C MAX. E DOUBLE SYP 2x12 (2) 3/4" S, 24" O/C MAX. A. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT B. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL (OPEN WEB) SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 50'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO ELK W/ 1/2" CIA. 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 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BQALE 3/°"="°" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS 11 SCALE 3/4"=T-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ' 44 44 x � � Q V � S a w he j w o a e s 0 C C V � 4 sysDIV. & LOT-1 ABBOTT PARK LOT #42 BLK:l PHASE: 3 PROJECT* 04181.003-42012 MO DEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 160 MPH EXP. C RQLl W A. A9QM1ACRA AR NO 93723 PRINT 02 20 24 DATE: SCALE: 1 /4"=1'- 0" SHEET S3oIA FLOOR DECK 2x6 PT TERMINATION _ _ 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL - EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16•' ° x 4 TAPCONS - NAILS PROVIDE 2-TRUSS LAP _ _ SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0' SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON HIS W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4ISPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2"HDGNAILS WALL J FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O,O. 1ST PLY INTO LEDGER AND #8 WOOD SCREWS 1Od @ 3" O. C.STAGGERED x 2" LONG @ 3" O: C,; UPPER PLY INTO 2x6 BELOW STAGGERED OFF CENTERLINE OFF 2X6: 8"CMU WALL 3/4" AS SHOWN REtNF. PER PLAN SIMPBON A23 TRUSS EA ft PER ELEVATION vz _ N au PER ELEVATION 2x P.T. CEILING------------DBL ZX12 PRE-ENGINEERED WOOD NAILER W/ - LEDGER FLOOR TRUSSES MASONRY NAILS - (SEE FRAMING PLAN) @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PERPENDICULAR TO BEARING ON EXTERIOR WALL � SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 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 i' X 6" TAPCONS FLOOR DECK PER ELEVATION I/t Qo. — u N avz PER ELEVATION 2x4 P.T. CEILING 24• MAX. PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES MASONRY NAILS -, (SEE FRAMING PLAN) @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 NOT USED 5 PRE-ENG GABLE TRUSS - 2x4 BLOCKING BETWEEN TRUSSES PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD STRAP TRUSS TO PL. ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUS6 (TYP) @ 24" O.C. SEE SCHED. BELOW NOT SHOWN FOR CLARITY) MAX a 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR PER ELEVATION LOCATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR t!2" HIGH Wl 1YT' DIA. ANCHOR BOLT W/ 2" A- N MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, 990 LB U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO SLAB. SEE EMBED. AT 32" OC MAX. GALV. NAILS. 16tl TOENAILS SCHEDULE SECURE GABLE TO 218 P.T. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE BELOW FOR PLATE W/ 12d's 8" O.C. MAX U < 1420 LBS W/ 114) 10d CONNECTION GALV. NAILS EA. STRAPT2x4 OR 2x6 WOOD BEARING FL#17239 WALL W/ SYP No 2 STUDS SEE CONC. POURED PLANS FOR SPACING. SINGLE LINTEL COURSE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE p •• PROVIDE BLOCKING • o SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ IOd x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 1/2'x9" WEDGE ANCHOR W SSJWOOD POST CONNECTIONS TRUSS TO BE INSTALLED@10'-0"O.C. MAX. 10d x 3" TRE GTH ET IN HIGH STRENGTH Oa �Ob� EWASHER PDXY6- MBED 16" SCALE: 3/4"=l'-0" GABLE END BRACING WJ PRE-ENG OC MAX. / GABLE TRUSS @ CMU WALL f TRUSS TO POST CONNECTION A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. 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) 1/4"x3"SDS, (1) 5/6° A.T_R. TO HDU4 AND (10) 1/4" X 2 1/2" SIDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION 9a 9b A&B-SIMPSON ABU44Z POST BASE <U 1,900 G5,660 W/ 5/8 DIA x 6" EXP. BOLT SCALE: 3/4"=1'-0' SIMPSON ABU46Z POST BASE <U2,300 G.10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A . WITH MIN. 7" k. EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F h C 9 Q o h O p a p s p a �� H C C 4 11"BUISIDIV. & LOT: ABBOTT PARK LOT #42 BLK:I PHASE: 3 PROJECT# 04181.003-42W2 MODEL: 4EHB "2605—HAYDEN" GARAGE STfMG: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 160 MPH EXP. C SCALE: 1/4"=1'-0" SHEET Sao IB i �' � 90GpppVp4 pppp9pppl VTCR OR MTS-12 SPACING (1) AT I l I � �� ppWpeppop VTCR OR MTS-12 EACH END AND 6'-0" O.C. MAX. I( � Il \ � �I � j J I I i / pg9pV pgi ApOp919pf pBpplpBpW ppp�ppppo \ p \ i LEI\ \\ SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE' N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 1078 www.a bd esigngrou p.com AA #: 0003325 w � � � 4 o a c n U-111T � A sUHDIv. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C 1JA'1'iL" . SCALE: 1 /4"=1' — 0" SHEET S3.IC _ —i SECOND FLOOR DECK PLAN SCALE: 1 /4" = P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.a bd es igngro upxom AA #: 0003325 w w h � s w w w ° A SUBDIV. & LOT• ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWMG: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C 1JA'L'M;: ' SCALE: 1/4"=1'-O" SHEET c4 37'-6" 27'-8" 23'-4" 16'.4" 1 V-2" 6'- F� J 11-11 CA Ell ahl 9 o? 9 + 19 L al 9 F-A 10 "El! 3'-4" 4 10'-4" 14'-2" 2 — — — — — — — — — — — — — — — — — — — — — — — 16-2" 21'-0" SECOND FLOOR DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #; 0003325, F7� M F-SUIBIDIV. & I ABBOTT PARK LOT #42 BLK:l PHASE: 3 I-itojmcT# 04181.003-42012 MODEI.a 4EHI3 2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN %160 MPH EXP. C_j PRINT DATE: 02/20/24 SCALE: 1/4"=l'-0" SHEET S4.2 141. 00 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5_ LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11- TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION O (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 8B1 MASONRY 3000 8x16 — (1)#8 (1)#5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 — N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 1` 8F8-1T/0M/0B 8178-1T/OM/OB 8FS-1T/OM/OS m GTE s s 9 �f U.N.O. PROVIDE B82 WHERE ROOF TRUSSES BEAR, °''o- TOP OF WALL EL 1T-4" *t � `2� "aa I a� % 9 % I , 0 ' 8F8-1T/OM/OB- - --- e �21 8F8-1T/0M/06 P'�8F8-1T/OM/OB 1 8F8-1T/OM/OB SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com ` AA M: 0003325 h a � Q U Z V W V w w w a a � r r Z � O IBUHDIV. ac I.OT• ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C N Fi DATE 02/20/24 SCALE: 1 /4"=1' — 0" SHEET S 5 "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 818-OB 116-1T/08 /20-1T/OB /24-1T/OB /28-1T/OB /32-iT/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8116.1T 8/20-1T 8/241T 8/281T af32-1T e/a-16 /16-1Tl1B /2Q-1TM8 /24-1T/18 /28-iT/1B /32-1T/16 e/a•zr 8/16-2r atzo-zT 8124-2T 8/28-2r 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-8" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4`-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 7' 6" PRECAST 570 938 2498 2205 2698 3191 3685 7-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9 PRECAST 192 384 9-4- PRECAST 454 586 767 948 1129 1310 639 167a 2298 3081 4099 489s 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10' 6" PRECAST 356 468 612 755 899 1042 560 1407 1897 z781 3222 3764 504 1180 1472 1763 1710 1989 11'-4" PRECAST 0—f44 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 1312 1742 2252 2868 3552 466 1042 1372 1 1643 1470 1710 12'-0° PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'4" PRECAST 254 388 978 1272 1806 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED z3s a22 506 s2s 7as ass 458 1079 1429 1824 2277 2712 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 387 464 574 684 793 412 1014 1340 1703 2118 2513 616 908 1134 1353 1572 17'.4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED P230 326 365 451 587 680 300 856 1121 1413 1739 2047 506 720 501 1135 1312 19' 4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED266 348 430 513 595 235 736 959 1200 1467 1716 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 142 219 308 381 454 527 180 698 833 1038 1168 1468 142 373 537 690 816 943 22-4" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'4" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 17a 245 302 360 418 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmupxom AA #: 0003325 F xN nn h c � J a w w q SUBDIV. & LOTIN ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C J DATE 02/20/24 SCALE: 1 /4"= V— 0" SHEET S5. 1 A 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" HOG 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 FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'�. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER g 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2, 500 LBS SHALL BE FABRICATED Wl 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. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X6 (3 Yz"x5 yz") SYR HTT4 W/5/8" DIAx 5" WD 1 PT., WOOD POST EXP. BOLT 5/S3.1A �A � IIU Cj 6W 6W � U = 1A ROOF FRAMING PLAN SCALE: 114" = V-0" U 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W .abdesigngroupxom AA #: 0003325 h N 14 �u a W o O a 0 a o � n H F z � c W 91! 0 X m o� o� 0 Swi3mv. & LOT• 11 ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C DATE: „ti/ ti / `-'' SCALE: 1 /4"=1'— 0" SHEET S 6 GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314. cASLE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: I* ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6kAtR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. f 3 2 2 3 ARCH TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DE TAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. is ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2023, Bth EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 316-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS-0GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2OR BETTER .Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE , ASCE 7-22 ANDAISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCE OF A BORATE PRESERVATIVE TREATMENT'. DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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 O O EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST Wl DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2023, BIN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING O O O IS COMPLETE. IT IS THE CONTRACTOR'S ftESPONSIBfLITY 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 AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. �y WELDED WIRE MESH: IM,ir�k�i O O y DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WARE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE O TEMPORARY BRACING, GUYS OR TIE -DOWNS. ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: >yy O Q 0 .y TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR YY( O O' O' O y THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND O O O REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 3 O O 3 REINFORCING STEEL: O � O OO O O O � DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM STEEL CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 flf,3 O 0 .rr!iS TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM DEFORMED GRADE R N CO MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 2 s C' O O a 2 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE O O � TYPICAL SENDING A AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN LOADS: C THE TYP A BE DI DIAGRAM N DESIGN, FABRICATE, AND ERECT WOOD TRUSSES D ACCORDANCE WITH TN , A "DESIGN NATIONAL � O "O O C R HALL SUBMIT AR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL O 2 2 O ,n�� CONTRA TO B SU M T REBAR H STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' O O Y.y 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 O0O OO O OC' O'O Z.iay ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 0 O O O Oy..h 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" O 00 O O$Y�2 1D psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR O['�� DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. � WVVV 3 hh 3 15 pf(TOP CHORD ALT (1 psf TOP CHORD < PP Y ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 3 (7 psf w/ ASPHALT SHINGLES) (10 psf wl Na GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL THE TOP AND BOTTOM WITH , DEAD LOAD TO RESIST WIND UPLIFT' 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT HIP RooF � BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL ROOF WIND DESIGN PRESSURES STAIRS LIVE LOAD 40 psf NET (GROSS) ASCE 7-22 WINDDEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF&FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED ASA GUIDE FOR BEARING '. (ASCE 722 (FBC R2023) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL - ZONE 1 = -40.71 PSF (-50.71) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE, WITH UNINHABITABLE ATTIC ALC LIMITED ZONE 2 = -61.40 PSF (-71.40) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT GUT 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 ZONES = -71.75 PSF (-81.75) AND DECKS: 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR CTSHALL PROV"A 4'-0" END ZONE DISTANCE VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM. 40psf, SLEEPING ROOMS: DE 30pV, STAIRS: PLAN (SHOWING COMPONENNENGINEERED SHOT LAYOUT• HOP DRAWINGSDRAWIS OF EACH INIDUAL SHALL BE SIGNED AND SEALED TRUSS AND A FULLYEBYIAONED FLORIDAION BASIC WIND SPEED: 160 MPH 40psf MASONRY: LICENSED PROFESSIONAL ENGINEER. EXPOSURE CATEGORY: "C" MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE RISK CATAGORY: II 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 APPLICABLE INTERNAL 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 PRESSURE COEFFICIENT: +/- 0.18 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. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT ROOF DIAPHRAGM ROOF/ WALL/ FLOOR ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO EILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. SHEATHING OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED EXP 1 (40l20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. WITHOUTTHE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 19/32" STRUCTURAL SHEATHING EXP 1 (40/20T. SEE TABLE FOR FIELD DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" AND EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN TO CONSOLIDATE GROUT. NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS FOUNDATION/ SITE PREPARATION: GABLE END. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY C- THIS PROJECT. MORTAR SHALL M SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM FOOTINGS WERE PRESSURE 2OF psf, FOOTING PROPORTIONED THICK MIXED AS OUTLINED UNDER ASTMC-270. HORIZONTAL AND VERTICAL MORTARJOINTS RING SHANK, F1667 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED A A DRY DENSITY OF AT LEAST 7. T OF THE SHALL BE 3/8"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO 10d 21/2" 0.131 RSRS-03 MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE MATH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SCREW SHANK RING SOIL FOR TERMITE PROTECTION. 8d RING SHANK, 2 3/8" 0. 113 170,000 (16-20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. LL CMU SUCCESSFUL SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE Bd RING SHANK, 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. PNEUMATIC 2 3/6' 0,113 F1667 CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE SCREW -NAILS RSRS-01 MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL' RAFTER OR TRUSS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ROOF SHEATHING SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS'. A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM EXTERIOR SHEATHING --I--� z A500/A500M, GRADE S Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4'' _` o 'm 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. O.C. AT PANEL SIDES AND 6d RING SHANK GUN NAILS 4" O.C. TOP & 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT m ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL INTERMEDIATE SUPPORTS OR 7/16"ZIP SHEATHING SYSTEM (INSTALLED CONTRACTOR S14ALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS PTERMEDIATEER MANUF. SUPPORTS DETAIL � CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'-1- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENEDIN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. BUILDING LENGTH CONCRETE CONCRETE TICKETS $ WITH E PMEH REQUIREMENTS OF ACI NCRET 8AND TCHED. HE MA (MUM TIME ALLNG, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ROOF SHEATHING LAYOUT ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN AND ENDWALL BRACING WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL ROOF SHEATHING ATTACHEMENT SPACING BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ZONE 1: 10d NAILS @ 4" O.C. ON DGE AND 6" O, C. INFIELD NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED NON COMPLIANCE WITH THE ABOVE. ZONE 2 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4#2 SYP REQUIRED CONCRETE COVERAGE OVER REBARSHALL BE AS FOLLOWS: ZONE 3: 1Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.G. FIRST 4 BAYS W/ (2)12d NAILS EA. A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 8. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: BLOCKING PER NAILING SCHEDULE 1-1/2" FOR #5 AND SMALLER NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED 2"FOR#6 AND LARGER AND ADHERES TO ASCE 7-22 C FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 9d RING SHANK GUN NAILS 0 4"oc. 1-12"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS T°P a A-11 F.E. ., l YP. EXT. SHEATHING ATTACHMEN' �H z� �o rQ 00 101 RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING #8 2" DECK SCREWS @ 6"48" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE APPLICATION SIZE SPAGNO REMARK6 APPLICATION SIZE TYPE .PACING REMARKS ,x1 PT FURRING TO SE HARDENED COIL e T ASO 00/C EMSED., 4"ENDDIGT., MASONRYICONC. iT/Y'LONG. O/C NRYICONC TENERNRY EDGE GIST. SGD, AL EXT. WOR6 SE HARDENED COIL B'O/C WINDOW/DCORI FASTEN GARAGEDOORSUGK Ev, AN ION BOLT OIC (3N"qA) MBE.. 9"ENL-T, x , CASE I III LONG- STAGO O MASONRY/CONC. N CIA ) E 3" EDGE -T- 1 PI SEE NOTE6 ERED ITT TO MASONRY/GONG x4 WASHER 4 wwDGwsucK AGEHAROENEDC,OIL TENEG CONTACT THIS ENGINEER FOR SPACING PT, GEE NOTE 0 TA — ..REQUIREMENTS "oIC 11 SUCK SPTAEE NOTE 6 -11, •TEPNIRR,.__ DIST.,fE 12B'EDGE DIST. a PTWINDOWS"N � TOGTEEL COL, SEE 0PAFx2110" 9'OIG -NE 019?.,1 112" NOTES IR ASHER GTACGERED EDGEDIST. 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 / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUN PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 21 MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdesign grou p.com AA #: 0003325 F x h 'T V a W o µµ z � B 0 0 A SUHDIV. & LOT• ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C Ia PRINT 02 20 24 DATE: SCALE: 1 /4"=1' — 0" SHEET S N I MYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS I?NSTALINHON ANCHORAGE DETAILS yBW[uLN9,Fa ,. mn ou wa c �u CRk n - Im.wsM*+e l5erc Lsa.,a re:sip E ec9c eon. F u1 flNYifI SINSN1 l£.S�rC 3xTLrt1a11>r At 1?.ia.aO'9igErc ;K9 3M �n9rn. cer�9 »lN me awx e'�x.. E -eR rea ^, xx�n., _en,>aBiPx neatv�x nx_ sSrt" RO �F9RN NGrtb M'E �FWCIK 3014N9LKiC"a sltteeE vNxL+Tea^wc s rs*sas-*un rc S?#+Y RkMSN U3Ytl4 RC: G RMrtfrSiN >(Nt .' +a -k cww xm Nar?1 .9R,R,vxaxlaNGCCue �e�m.. nlu rsiRai wsHa*n+E a9ru:kua ,_ &rE M1xA5HY Rf Tr¢CE�"t UY '[ fiEv V'i tlt ff' -M'. ,1Gx0 Seale ..:p.CF rm:.srr�.Lq,e tcue. R t2 LL bwL�N+t C'LY #M G A PA 6t3F!* SLiU 1kC 91 Cf DESIGN PRESSURE (PSF) RATING AT 10-SPAN (NOTE 2) wN{i.90r•45raFRICa efaTALLATO k2) tsea NmeaJ BE816Ngxe m/E I'llaee Nareu Het`rRee ANeA NELFe tap.1NA1NFALFtl Iao.a. rY Twwi. S9Nn N0. ReaS 3R¢.0 Sdffa ASW I— B w-d0.a xIP xfq t-oweYL !-out�Kr. .ea.>!-°d W. f iib. �23 t'[u m 5!dx�r ::Stu lO-5uMg1 +B&Yf-dai q.tB I. ?-nwNFL 1 a-ctwweL Bs.fl-u.; Ara 1 t.re PgE55t 4 M 9[RP1bifD t'M4 M Ba411 M d% YQRS: PFbNiti.D T9 eE 54u.7 IN OJ efit tii SM EIXMn Oe M:t9BKu &AEPJNC iW CdM Ra :9 iK CE91sw 5@SSW2 MNYYS+Wrt- . f�CN a. 5ft'�4dF'S P flA.B[4fN Hrt9ealfS nS S9. i1' it av0 - #€ 3lrtS .1 Ntl + iM 9t.�F mix dEttitq,mllf EM It0.ifi`;;wmB miiui'C fwTfY\ER r1D 9l4Mu)HI isx fWl' SrBVY,'fYXt. SFE L+fEt 5 FTA C4miEC:kM Rr.W5. % r. Jrvrr TABLE OF CONTENT a. - �� coma( �. PLema �c5 Rance, safsn ssmxt NNM rvt N S YG:o1*:�LL ?#NOni VPi N:1 3 � ,di WtE3 NO.. MiNK3 X VkwvS SPqus IkUi : JiE[[H. 3+ S MSUtiAr%bi 9E}g4a. CgNMNfir RGvSU¢.IEtwet BLY�S. , wR aaman+wN nnat8 %r�vac«e SbSrt PP�f4i oaaem, qrn rqux P,zmcs ! rww VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS r.r. T�fE�5GWktgrtCH6i4aECAONssHOV.'NOs,,,�l %kEE}g+r�F{L;gGGhIGt9MGlE 4 ''sO"£ITIqST?.LL0.11Ck?UilitiG{(YtJf'IUUi411(pSgkLY Afi1CNG.A561YH1A1VUr ?2 SEE'fPBLE ONtRL1SNEE5FO?:SPgNSCF W'. i?', 12Fe'}§•qNO Yk'. _. N15 f+1 aYi0N tAtii[tK.RS a - +RSaH+�RM(Wni 'fiEREINEON REc.'L'GTI'tE £VBti i WaTE.6EEftiYENEft 9,V.ECUtE TABLE CN TIxR - 1ANMNM1I CteSEGMEu; FXCLIMEN9,LLfNta:iiE&lkt A4GIk68Ut NCIS ta,Y�UP6 YtUCCu PORV,&RICH VE'f1E€nANa Slahl0l.H]6eiNSttNCth £nALl9E SUtH t0 iWLtEhi,.4. C'Lttf�r� aE S_xArltAT._ RIAYER.IAL. -Y FA°alEftiRtefIGTHSSMtYtMiNTI, INSTAUAi1CNUETA—VN0T—Ml'0 _ INCpIE N.Lt BE.�9vEb YUYRE I'.qt trcns* M ,. 'fY.Si sE _ SCM:rxiF. ixecf c'xl tNu sNFF,. 3Y iMP1F 4f115L9.YFNT YNd. ddii VFkTEp54KPff I 3. 3S—A S LL 4URdAa10 5k81" LO NO ON ae. ADErn fMak Spr* BMTALLAYgt ON WON geSISr IAAZEft14LC6F dLEvtRN,+C RnYcMA,ER t`&IL pFEANSATWNY Ppiipw �Nxpti„' A tkT i • A&[w0$C Eai 34 Aat E6.> Ed.i I — N Be,cva&F b )23 BIZ4c+0& 5 ; zc acR:aae qa _oo.s _ 16 a Aac --. eacr.omc _ .asn s --A FASTENE �— R SCHEDULE owgL¢ rf.' RD093 7.�-i. .IbS —1,499� 0.@42 4 t.54 J—CHANNEL/'RIM t.s VINYL (No. 1100) .25'Ji'7 622 E7 4" FASCIA SMOOTH ALUMINUM (No, 9700) VINYL SOFFIT AND TRIM SCHED W-E VINYL SOFFIT I. _ J-CHANNEL •... .�....— FASCIA -' 12" TRIALS PLES X SOUP NO Sdtib soon S 7TED{1/2- J-CKANND: a- FASCIA 12 TRIPLE 4 LL O-V£NT Nd'D�5�4INUM F':,iT 12' TRIPLE 4 I NO,I. I NUVI �N31b0 I E b FUEL0. i ds-O-VENTB4T NoF V sdFPn BILL OF MATERIALS • se«m ce w swfes , Wo cP..wv i�_taururs. sec m+.us 9N scEr E'er' � tilAr!IG � SNYEi > SEE n9,f tR OH SNfSr r d 4AnT fu4KrFR ...ilY i-k4a fwR CCRk.%t£ ,yw tN� + Sib91P�UE9. �L.LZ s e.9lr vt%bESeH % t-3Ia' rmN raw- SifEt ,a 9q. x Yri+' .rm>.i, sr.Pie r uer. icw.Tx siux p s fN ae rN xwPaa �, d� fS 3Tu r CCNCgiZe 5 i SRA 19 ' % Y Ra1dePL 1wRP W.TRR - Sa . 9.q2 fM. W9a i "1"- Sw . 0.41 wN w;q6 BATTEN STRIP ANCHOR 12 1 Oa NAIL AT EACH TRU S SIJOIST/ RAFTER LOCATION NOT TO EXCEED 24" O,C. INTO FRAMING RUSS/JOISTIRAFTER FASCIA WOOD BV OTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH OSTAPLES INSTALLED 2-1/4" EMB. FASCIA @ 16" O.C. MAX THRU SOFFITAND J-CH ANNEL AT NAIL X2 WOOD BATTEN 11 (D STAPLES INSTALLED OFFIT tO HEM AND IN VALLEYS I THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @ pFFIT tO 1T C,MAX (INTO Dwoo D) IN J-CHANNEL -CHANNEL O3 DETAIL B ® FASCIA J-CHANNEL(D SLOT J' MAX. J-CHANNEL 'MAX, FASCIA 2 BATTEN STRIP ANCHOR DETAIL A 2X2 WOOD BATTEN 10 10tl NAIL AT EACH FASCIA TAPLES INSTALLED 7p TRUSS/JOIST/RAFTER ST/RAFTER THRU SOFFIT AND J-CHANNEL AT NAIL HEM LOCATION NOT TO EXCEED 24" O.C. INTO [III--. BV OTHER AND IN VALLEYS FRAMING #BX3" WOOD SCREW OR® TAPPING SCREW, QSTAPLES INSTALLEDk THRU SOFFITAND2114 NSTALLATION SCREW, BATTEN 2-114 ATTCH DENT BATTEN ATTACHMENT FASTENER SPACED 24" J-CHANNEL AT NAILFASTENER SPACED 24" gO OSTAPLESINSTALLED@ 12' O.G. MAX (INTO M HE AND IN VALLEYSMAX O.C. WOOD) IN J-CHANNEL STAPLES INSTALLED @ SLOT OR T-NAIL @ 12" OFFIT(1 11 1X2 WOOD BATTEN2" O.C. MAX (INTO O.C. MAX. (INTO CONCRETE/MASONRV) -CHANNEL(l) X2 WOOD BATTEN 10 SOFFITO WOOD) IN J-CHANNEL T OR T-NAIL @ 12 MAX O QJ-CHANNELCONCRETE/MASONRY) CO. MAX (INTO DETAIL D NSTALLATION SCREW, BATTEN A CHMENT ® O STAPLES INSTA E T FASTENER SPACED 24" gO J-CHANNEL THRU SOFFIT AND MAX O.C. FASCIA J-CHANNEL AT NAIL HEM AND IN VALLEYS12"O,C. TAPLES INSTALLED @ DETAIL MAX (INTOWOOD)IN J-CHANNEL J-CHANNERETE/CMU OR (D SLOT OR T-NAIL @ IT 5 MAX. WOOD (NOTE 1) (D SOFFIT 9OJ-CHANNEL O.C. (INTO CONCRETEIMASONRY) ggqX. CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR DETAIL E FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L' EAVE WIDTH EAVE WIDTH .� (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION fib SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END lfYAe q 12" TRIPLE 4 SOLID SOFFIT _ VINYL — NO. 623 f` IFl i �tStR t-"--ass ZFQJ XTAa q .. 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 a:. tt:�izt�I)iji `fifti xt: u� �Y�� fC1AIL q 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a Idoligngroup.com AA #. 0003325 F x � � Q O W O p Q p R Q O e e B Q v o A 4 ti SUBDIV. & LOT: ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "r2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS %160 MPH EXP, C DATE: 02/20/24 SCALE: 1 /4"=1'— O" SHEET SDI GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. `— f LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 12" WIDE SOFFIT INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. / • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. a o FASTENER POSITIONING: • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1"AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS'. "MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." 1 \ VENTING TO OUTSIDE OF FASCIA EAVE HARDIESOFFITO (WOOD) VENTED PANEL SUBFASCIA MODERATE CONTACT LEAVE APPROFr l/A I t GAP AND CAULK SHIM SIDING FIGURE 2 FRAMING MEMBER NG ER H-JOINTE bAIItN FRAMING MEMBER ING ;ER 1" FROM END \\\\\140FSOFFIT 3/8" FROM END OF SOFFIT a CIP—'1 IBC A UKLA ILK 1 HAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #; 0003325 J a 4 v w � o o E _ 3 4 SUHDIV. & LOT• ABBOTT PARK LOT #42 BLK:1 PHASE: 3 PROJECT# 04181.003-42012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C ARCHITECT PRINT 02/20/24 DATE: SCALE: 1/4"=1'-0" SHEET S�2 -ir