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HomeMy WebLinkAbout7324 Sail Clover Ln99 20'" 99 ALl WORK SHALL COMP CODES F�ORIDq g LY WITH PREVAILING NATIONAL ELECTRI�I�DING CODE. AND THE CITY OF ZEPHYR CODE ORDINANCESHIIIS REVIEW DATE AUG 0 8 Q 2 CITY OF ZEPHYRHILL HOMES PLAN EXAMINER 12602 TELECOM E>FUVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS - lA1)IIMm pp�a „ LAVATORY ASV. AIR DATE DE9CRUMON DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 7M IW1t � ( , �/�/��L w CO^ -� i11ISaW � �" CJYI� --OCCUPANCY — RESMENTIAI., GROUP R3 CONSTRUCTION TYPE - VB -MIA. INTERIOR FINISH — CLASS B "BAStG WIND SPEED — VDI1=100 MPH VNiSd=lZ4 MPH -��E - C -I—STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AK: AID ALT. AMP. BD CI. CAB CIA. CLR. CPT CPT. C.T. D DB1. CO LUM[AV AIR TA ITIONING MC ALTER ATE MG. ALTERNATE MFR. AMPERAGE MIN, BOARD MT CENTERLINE MT CABINET MTL CEILING N.T.S. CLEAR O.C. CONCRETE PL CARPET P,B. CERAMICTIF. PH DRYER PLT DOUBLE PLYWD LUMIN(N1S MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED META. NOT 10 CENTER ON CENTER ON PUSH B T TON PUSH BUTTON PHONE PLATE PLYWOOD 061MAI 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION �S/10 BID SET ISSUED PG CI —COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3J-FRONT &REAR ELEVATIONS "J" PG A4J-LEFT & RIGHT ELEVATIONS "J" PG El -FIRST FLOOR ELECTRICAL PLAN 02/" ADDED ELEV. 'J' s K' UATH SIDMCs PER MARK BODES � ROAS DID SET RE -ISSUED WADWADFOOTING REVISIONS PER M. BOIIES 06/6A8 I -JOISTS INCORPORATED INTO MASTER PLAN f,�,/IS CONSTRUCTION DOCI -ENTS RE -ISSUED OS/11/I6 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 0141611E DETAIL• 'ADDING BAR TO BOND BEAM' ADDED TO SI1A AND STATE CODES D.G. DIAL DIM. DISP. DR DR. D.S. DTL DW. EA' ELEV EQ. EXH. EXT F.GTX. F.G. FIN FIR. FLUOR FR. DR. FTG GA. GAR. DISP. G.F.I GL. DIIALGLALED PR, DIAMETER P.T DIMENSION R. DISPOSAL. RAD. DEEP R.A O. DOOR REF. DOWNSPOUT RM. DETAIL RO DISHWASHE SC. EACH S.D. ELEVATION SIT EQUAL StfT. F FAUST ShfTHG. EXTERIOR S FIXED GLASS SI. FUEL GAS Sim FINISH SI. GI. FLOOR STD. FLUORESCENT SWS FRENCH IX)OR FOOTTNc TEMP GAUGE THK GARBAGE DISPOSAL. TO.C. GROUND -FAULT CIRCUIT TOP INTERRUPTFR TO.S. GLASS TYP. PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID TDR FX SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDmG GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOPOFCURB TOP OF PLATE TOP OF SLAB TYPICAL PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG N2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 02R6/1% PLANMAMTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC. S 03/J9A9 REVISED LINTEL 912E AT FRONT ENTRY DOOR 04R6/19 UPDATED LEDGER BOLT SIZE s SPACING IST FLR LIVING I 104 S(ai.FT. NO RR LIVING I�OI Sa FT. TOTAL LIVING 216m8 $Q FT- GARAGE 437 Sa FT PORCH ELEV 'J' 43 Sa FT. TOTAL ELEV 'J' 3AM Sa FT. SKID PATIO w Sa FT 06/ISAS REVISEDI.JOISTLAYOUT 06AIAS ADDED LED LIGHTS TOKITCWEN A BATHROOMS PER MARK 5=9 01123AS ADDED STONE OPTION TO ELEVATIONS Y&,'H','J' / W �3/B LEDGER BOLT SPACING REVISED � /y ADDED OPT. V-0' CEILING HEGHTS 0VM0 REPLACE USP CONNECTORS MATH SIMPFAN CONNECTORS 03/OSRE REVISED DETAIL ON SHEET D2 OPT. S'-C G.G. HOT. 04R0/20 REVISE° D STAR SECTION DETAL FOR OPT. S'-& CL& W.T. 0IMnI MO RSC UPDATE 03-03a1 ADD SOFFIT DETAILS STRUCTURAL SHEET # DESCRIPTION GYP. BD. H.B. HE HDR GYPSUM BOARD U N.O. HOSE BIB HOLLOW CORE V.P. HEADER W UNLESS NOTED OTHERWISE VAPOR PROOF WASHER 03/OB/21 ADD RAT HEADER • T-6' AFF. (8'-O' GIs ONLY) PG SI-FOUNDATION PLAN PG S1.IA—DETAILS DRAWING / CONTRACT DOCUMENT OSA6/21 ADDED 20' FOOTER OPTION IV01/II ADDED FRENCH DOOR OPTION REVIEW BY BUILDER HOT OR ITT INSUL INT HEIGHT W INSULATION WD INTERIOR WOW WITH WOOD WINDOW PG 51.2-FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR wit WATER HEATER PG S2-FIRST LIFT BEAM PLAN AND NOTES INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S2.2A-SAFE tAAD TABLES PG S3-FRET FLOOR FRAMING PLAN PG 93.1A-DETAILS - PG S3.1B-DETAILS - PG SSAC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SO -ROOF FRAMING PLAN PG SNl-DETAILS PG SDI -SOFFIT DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF PG SD2-SOFFIT DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.ebdesigngroup.com AA M: 0003325 , lie I I L9 ABBOTT PARK LOT #17 BLK #13 PHASE #4B PIROdICCT 04181.0413-17131 MODEMe 4EHB "2605-HAYDEN" GA %AGZ awn-fG: RIGHT PAGING: COVER SHEET 160 MPH E . C DP � 02/08/22 DCAIt.IC: 1 /4"= V — 0" a>� C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 8 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 W LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2D-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 140.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 8 -INCH GYPSUM BOARD OR EQUIVALENT. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. % THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 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 (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 0' PVC (SCHEDULE 40), INSULATED WITH b' 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 2903A & 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, !4' 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, 12 THICK WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 ' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2'GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMNISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS 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. EXTERIORSOFFR8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com L AA M: 0003325 Ls at �g tz SUBDIV. Sc I.OT: ABBOTT PARK LOT #17 BLK #13 PHASE #4B PRDJ118CT# 0418l.04B-17131 MOD= 4EHB "2605-HAYDEN" CIARAGIC 9WINCF: RIGHT PAOIL` GENERAL NOTES 160 MPH EXP. C OP AA NO DRINT A 02/08/22 BCAL C: 1/4"=1'-O" s*vc= GN 001M lrAIDO1JD MUDLOADt slMc rwo EIEOIIAE FO11 a aEcaD alSli a = aam taE a wN OD M10 MBMiq NDTIFE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWMG 18 5 36/-41 DR. MIN. CRITERIA Sfn.D. MIN. 41 5 34/-43 CRITERIA 16010 O)-ID. 112 5 31ID/-34b 12'xl2' SOFFIT I b 3l3/-439 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 22'-B" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMM DATE 01MN FIRST FLOOR PLAN SCALE, 1/4' • I'-& NOTE -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENMGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/B' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE s ITS ATTIC AREA BY NOT LESS THAN ty'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 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 2020 (1TH ED.) 302.1 SQ.FT. CALC.S IST RR LIVING IJ04 9C. FT. 2ND FLR LIYNG IJ501 Sa FT. TOTAL LIVNG 2005 SC. FT. GARAGE 431 SQ.FT. POI-H ELEY 'J' 43 SC. FT. TOTAL ELEV 'X 30" Sa FT. SKIS PATIO 80 &Gi. FT. MASONRY / FRAME WALL LEGEND 8''-0® L UNO ON PLANS 5W. HGT. VARIES 8' BLOCK WALL UN.O ON PLANS I1'-4' BRG, INMRJOR LOAD BRG. WALL U.N.O. ON PLANS 4' IO LOAD 5I8'a. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOOR& TO BE 6'-B' UNLESS NOTED OTHERWISE d N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH:407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA k: 000332E , v q is 9 Ci `� gt all BUIBDM &e Lotil ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04181.04t-17131 MODEILa 4EHB "2605-HAYDEN" GARAGE 8wrna: RIGHT 1 PAGE: FIRST FLOOR PLAN 160 MPH Dw� 02/08/22 SCALE: 1/4"=1' - 0" a1HLEET Al 42• HIGH HAIL WALL av CAP (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' &Z FLOOR MATERIAL RIPS FOR SOLID NARLNG AHU SECURE TREADS TO STRINGER W4' Tw Sue FLOOR LAU N . WK3)e 3' eGR1EU.S • EA STR 42M WTH11t1i SH4K GLUED 4 SCIS!U.CD MN FAVENERI To EXTSND BEYOND THICIO.CSS OC44EDULE OF SUIS-FLOOR 6HEATHNG 1-4 9'-4 3/4' 2r � c _ 8'-0' 15R3. / / PRE-15HO FLOORM / �eLWALL � / (am FLOOR SYSTEMNe.AMW.G "ET) MOM, OAP STAIRS RISERS TO COrFOR! TO FBCR 9/4PL TE / TTH EDITION (20m) MIN. TREAD•10• MAX Milli 3/4' j I' MAX NO&NG / STAIR DATA: . 3/Y• MAX VARIATION N RISEIMRREADS ADJACENT TO w i0 m' nny / 16R �52' 14 TREADS • MA014 OTHER 3/0' MAX VARIATION N ANY U i h r / S T 0 R 10'. I.N091N3 RISEW1MRAD "40RAIL CIRpLAR CROSS SECTRON OIA TOT I v4• -v4• . GRAeS,3p�TY�WIrVO�em�- MK V WDE • / NARROW END MIR Ir WIDTH • 12' FROM / NARROIU END 34• MUG. HANDRAIL W.T. 3-0w12 STr STMf4GER / F11101 RCED UA/2X4 SPF C I, 4• m / UkrONT. BEAD OF "-FLOOR A01-11 E INCLOSED ACCESSIBLE SPACE WDER PL-400 OR $"LAPM • EA HORIZOMAL FEN STAIRS 111i HAVE WALLS, BIDER STAR SIIi AND ANY =ITO PROTECTED oN THE & CLOSED SIDE 7X4RCNG WITH 1/2' GYPSU•1 BOARDS. MMR 302.T. TOP 2x 12 O • E4 2 G STRRIGER / PLATE 0 eeu3Q uvua r•-e• ac. 0'-0' FIN. FLP 2X4 ATTACFED W/ IOd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB UwTNN e• OF EACH END, 32. OO. MAX ABAR DETAIL SCALE:Ia'•I'-0' OSTAIR OSECTION THE CLEAR SPACE BETWEEN 1 1/2" THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL a 36' AS PER FBCR R311.1BZ W/ 2X4 RE-;F ;rW. 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 Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/0'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-lb.1 / F.B.G. 2020 HANDRAIL SECTION D SC HDR. DTL. ALE: 1/2 • I'-0' NOTE, HEADER FINISH TO EIE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6079 FAX 407-7744078 wwwabdesigngroup.com AA N: 0003326 Z sUDDIV. Nk LOT ABBOTT PARK LOT #17 BLK #13 PHASE #4B PRO•T6CT* 0418l.04B-17131 MODSI1 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGIM FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C 001 DA IM 02/08/22 SCALM- 1/4"=1•-0" nlgz T A1A 3062-8µ V-OCa. 39'-8' --547-Aw 3062--sw :•: p• Oi Ji J maw,® :•: 0 o 4' �--�------�— -1 7m40-8148'-3� (2EGRE8 9s SECOND FLOOR PLAN SCALE: 114 • I'-C' 4' F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.a bdealgngroup.eom AA 7h. OD03325 ti 04 a p o by! c S�jS W W 0 PARK #17 #13 E 4B [8710NOTT No" 04181.04t-17131 MODa� 4EHB "2605-HAYDEN" GARAGE 8MMG: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C ritzlwT DATIM 02/08/22 DCALM 1/4"=1'-0" sitmmv A2 SHINGLE ROOF ----------------- 2111 BLDG. NGT. LAP SIDING AS SPECIFIED 12 (TYP-) �S AAFA OF ATTIC = L%& SO. F T. FYPON ID'X48' BOA NET FREE VENTILATION AREA REQUI RED 1/300 DECORATIVE b' RAISED REQUIRED VENTILATION AREA nas/300 SHUTTER GR BAND 5.28 EQUIVALENT 4' FRIEZE VENTILATION AREA SLR. INCHES PER fT. (144) _ IMS SIXIN. B TYP BAND (TYP.) MIN. REQLAREDVENTILATION = .Sx 7609 Il'-4' 2ND FLR 2ND FLR IN UPPER PORTION Of ATTIC T. HCsr4aCsr �11'-4' _0• BRGP HGr = 3eD.a 5Q IN. FYPON IS'X62' OFF RIDGE VENTILATION AREA SLS PER VENT DECORATIVE 34 /115 /1Is 80. = SHUTTER OR TOTALN OF VENTS REQUIRED 3.30183 EQUIVALENT TOIAL.OFVENTSPIEOVIDED - a CRICKET O d 'AREA OF ATTIC IS THE PERIMLTEROFTHE HOUSE, LESS THE OVERHANG 4' RAISED O(TERIOR OF WALLTO L%TERIOR OF WAU, NO OVERHANGS INCLUDED 6' RAISED BAND BAND (TYPJ 4 _ _ 9'-4 3/4' 12 ,� 9'-4 314' 2ND FIN FLR.a'-- -----� ------- ---------- - w2ND FIN. FLR BIG. HGT*—- 8'-0' CLG. HGT. a ENTRY - ------- --------_-------- - P i' RAISED RAISED ®4' ® BAND BAND (TYPE i0 0 OPT. GOAG1-I LIGI-IT s � 0'-0' FIN. FLR 0'-0' FIN. FLR Il'-4' 2ND FLR. A, -3'-4' 3/4' 2ND FLR �, I I I I I I I FIN. FLGTRJBRG. H. _ -� &'-0' Cl-G. WGT,y, lI TYP. I I I I 0'-0' FIN. FLR., I I I FRONT ELEVATION-J SCALE, 1/4 . I'-0' TEXTURED FNIS14 REAR ELEVATION-J SCALE, 1/4 . I'-0' TEXTURED FINISH -- ,SIT-44 2ND. FLR. BIG. HGT _m. �9'-4' 3/4' 2ND FLR FIN. FLR/Brd^s. HGT. CLG. HGT. I FIN. FLR. IR' TWICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO rTAlQR1'� 4'x4' GALV. 'L'-TYPE FLAJ'FI6: SET M RDOFIG CEMENT FIDEY>ZAS6 6141F:LES WMNDERLAYMENT AS PER FBGR 7X6 SYP PT LEDGER W/ IM.U. ROOF 8FEAT14M 7INICIQES& IR•xD' THREAD. ROD D2. AS PER SHEET &I SEGUED PER O.C. 4 WT'NM 6' Or CALM FASTEMER SCHEDULE END MAX SET IN 6P'PSON Ba'1P601N LSu-26 NIGH STRENGTH EXPDXY TD F6E RR l J 6' MIN EMBED. 2x6 SYP RAFrERD OR MOO, 6LOP'E� --- ELEVATON MIN. 1/16. OS 1 SHEATHMS 2X6 8YP Fn LEDGER W/ 1/2'x&' THREADED ROD GU66ET TO OWE SECURED TO 32. OZ. 4 WTHIN 6' OF 7X6 M -IBER6 W adNAIL& EACH END MAX SET IN 9' OL. • PERIMETER I'-4' SIMPSI H:H STTENSTH &RTIGN LUS-26 W/ (4) Md. 2 -0• EXPDXY W MIN EMBED. To L.SER APD (2) 10d'. TO 2.6 J016T 04ANNEL FOR 601PIT OVERHANG DETAIL A SCALE:I/2.1'-0' ENGINEERED UIOOD TRU66E6 • 24' OL. 6LOMT SHOP DRAWINGS SEALED BY 0NAL ENGINEER FOR REVIEW AND 00MMEKTSWE.4TWR1G PLYWOOD 6WE w &TCTURAL END FLR DPW MST. 'rtR ELEVJ ROOFS: AND FLASHING UY DRIP Twat &TRAP& AND A//C11alr EDGE PER YIFR WARRANTEE as &TRCMAL MQAFIEMIDT" WRAP PAI WITH BREAK METAL NA s,• �� E'w 80 &TRCnRAL *2, 2xi WOOD FAl USES 6TIOJCTURAL POI[ PA6TENER6 VENTED 61 PER ATTIC- CALC'S N' THICK 2 COAT CW-WT PLAJ3TER APPLIED DIRECTLY TO MAOC NRT RASED TRIM PER ELEVATI" 2ND FLR WNDOW PER PLAN RAKE SOFFIT DETAIL B SCALE, V2 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.com AA C 0003326 O � C ounDiv. ac LOT ABBOTT PARK RAT #17 BLK #13 PHASE #4B PROJECT/ 04181.04B-17131 MODEL& 4EHB "2605-HAYDEN" GARAGE aQIIPG: RIGHT PAGE: FRONT & REAR ELEVATION "J" 160 MPH EXP. C EE RMAW a ABOUCHACRA AR NO 93723 DA 02/08/22 SCALM 1/4"=1'-0" MEN= A3 J il'-4' 2ND FLR �, BIRD. THCsTNCs 9'-4 3/4, 2ND FLR �, FIN. FLR/B 8'-0' CLG. 0'-0' FIN. FLR,_ Il'-4' 2ND FLR. BFiKa. HGT. W-4 3/4' 2ND FLR �, F1N. FLR W-0' BRG.HGT _ • ENTRY 0'-0' FIN. FLR(, LEFT ELEVATION-J SCALE: V4 • I'-0' TEXTURED FINISH RIGHT ELEVATION-J SCALE, 1/4 - I'-0' TEXTURED FNISH "-4' 2ND FLR BRG. F�KsTT 3/4' 2ND FLR. F IN.'AFZG. HGT. BRA. W.T. • ENTRY _o o'-0' FIN. FLR ,�I�'-4' 2ND FLR. BRG. HGT. A -4 9'3/4' 2ND FLR FIN. FLR 0 '-0' CLG. W.T. oO'-0' FIN. FLR v 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX 407-7744078 www.abdesigngroup.com AA C 0003325 04 ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJ6CT�t 04181.04B-17131 MODS 4EHB "2605-HAYDEN" GARAGE SwIIdO: RIGHT PAGE: RIGHT & LEFT ELEVATION "S' 160 MPH E . C m—fill-I ARN0J DATE: 02/08/22 sOALX: 1/4"=1'-0" a11Msr A4J ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJ6CT�t 04181.04B-17131 MODS 4EHB "2605-HAYDEN" GARAGE SwIIdO: RIGHT PAGE: RIGHT & LEFT ELEVATION "S' 160 MPH E . C m—fill-I ARN0J DATE: 02/08/22 sOALX: 1/4"=1'-0" a11Msr A4J ELECTRICAL LEGEND SYMSOL DEFINITION NOTES 11SV OUTLET 20 Al'P SNSLE POLE IIOV OUTLET IIOV OUTLET N OFUET WIN® TO SWROTL64 m GR IWV OUTLET 0MW4M= IuawD FALL WMU,nM RATER FUNWTANr TT17) rA&V OUTLET W WRE CONNECTION Crl CtT. WATERPROOF OunzT df%=V FALLT NTER�PIR BWTcw GMTCM 3-WAY OPER SWTCN 4-WA7 OF'ER %1 [1_0 WALL HMNTW LIONT CEIL— L— © LED CL.a LOOT © VP LED VAPOR PROOF Lnw O VP VAPOR PROOF LTOMT OROZSS® CAN eVENT. -N I Q'1 FR SO. Fr. uouiT. FAN tTo44r I CAME PER S1 FT, v M.& (SPEC'S TOO OT LLD WRAP ® AR � (IOCEBSED) 4YINF relJlA ]' m uOp%mSC w 4' T W—a—a--v� CGa G 4' TRACK LIMMT PANEL METER O SD, WCM OCTEGTOR EATT.IIUTAGC_I! OLNlRIIIR 1 �++•1 WALL wwmmaOR Vklii ® B/GO (:ARE04 TICHOPCOL OtOM °TOR �� ISATT. 61AO411r ]Y wasam F4rm'CMiC BP WALL O[ A DIRT ANCE CP NOT LW TIE/ 4' MD�OANT L1SIR LIB NATURAL ws ► TELER40NN JACK WM TQ.EC T:I! Sf ELSST! AIR COORiOM SEE AM ON B' 0000NECT F❑iV TEEVISION 4ACK COLRn amw TO BE eIrFOIRrI9 N O J-EON ACCORDANCE YV IFM MARQO AS SUCM FOR HOPECTICH TO OE SUPPORTED N COLM ■A &OWN ACCORDAM E IW SOX MARKED AS SHOT FOR manna 24' NC.4NPESCRIT Law STRIP Dn�IIII %• LOW STRIP nnnnonnnn 48' FICA PROCEIT Low STRIP FLOOD LIaNT �. OPT. eEO3err KEITAD HD Pa RISK-EITTON Pon cwm ISO PORT • LOCATION OF TV JACKS 4 PMCNE OUTLETS 4 FANS TO BEVERMW a NOM OVER Me_G—TRUCTION "ofr 4a. • ALL IS 4 30 AMID BRANCH CSC11fTB TO DE AMC FALLT RROTECTCD FER ELECTSOCAL P1l7VIFilOT1� OF 7TM T�RTOa (]Q'bl 4 NEC ]IOJ] ]OTT EC ks • 20 AP DEDICATED TELAISDRY C R=T. A • am A N P MOT ON K=WW CIRCUIT) • Ou"A ASER DISCONECT TO BE LOOKOUT N PANEL • SATHA On 0e4UST PAN TO MAVE MN CAFACRY OF 00 CRT NT0MrTI9lrT MR ELECTRICAL FROVURO S OF eECTI N M19013 m�neB) • LAWDREROOMMRECEPTALI-E SMALL OOROUCU___ _TR PRDIEOTION FOR PERSONNEL ON PEED6RO • UP" METWOD SMALL BE NON T'ETALLJC CAME PER ELECTRICAL PROVISIONS OF FBOR TTN ED ndJB) • ALL WORK TO COMPLY S]TN ELECTRICAL PRSI OVIONS CCP THE FOCR T7M Waj3ol LL Y) ]c]B_ 7u. 4nITIw R4Bu PATIO I t 0 I DMG ROOM I i ROOM PRE-WIRED GLG FAN I _ GPI L L I SWITCH IN / \ - CABINET i GFI /TO 2ND FL. OUTLET I I OUTLET l FOR DW SWITCH FOR VENT OR MICRO 0 t i � I I GFI PAN. \ I GFI � 44' I= a PRE -WIRED CLG FAN BDRK #1 Ox\ A/'y' EEwi i DOOR I KEYLESS FIXTURE GFI GARAGE tO DOOR F'REWIRE GARAGE BATH #2 ZOLLARD AS REQ. PER 9LDG. CODE I (:I+Inna� PORCH—-_----------------- - — COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE. V4• • I'-m' I L I LED LIGHTING C� SINGLE LAV. BATH 42 FIELD VERIFY LOC. IRRIGATION OUTLET • 49• APR PROVIDE 3E/0 OI. TWIN . PS W N ]' COIDUT OR 3 L TIAW FS CUT %A0 A . N ]' CONDUIT OR ]AB AL aER (CODUT TO TERTNATE ABOVE SOMT A OVERA01W 150 AMP ELECTRICAL RISER NOT TO SCALL 00M.TIO4 Off!"Ge Teo A1P DIECONC•CT SUTO4 AND aN140 VOLT aEERAL NOTM A ELBCTMC N- MATERIALS AND NSTALLATIONS SHALL n ELECTRIC nETER N I PHASE. NWIA M ENCLOSURE I'LO COMPLY Wrn4 ELECTRICAL PROVISIONS OF THE BXM-][H PANEL ED1�Ltmxel. LOCAL CODES. ANC Au LOCAL PORER cOrANr REOERO•E TS. O. ALL COrDWTORS SMALL Of TYPE T NN/TIYN UNLESS NOTED O HIPUME. ,TaePNaE Ae4.vIQ c eLE raRR4ce SERVICE IEINTRA C 4IRATCE EDIIPI'ER ea1R940NT POIOIt tarANY � NTERSTSTE'1 OONDNO .��.." TEIMNAL AT EONS VO-TAa! CQSECTIOY PROVIDE R AP, 00440 VOLT, I PHAN SOCOlDARF— r...A I v CU S[IRVICE G1ROtSD CO4IECTED TO ELECTRICAL SERVICE. PROVIDE S R COPPR /GU N CONCRETE 04=A""^ FOOTR STEEL PER 1-14' CIA SC4EDILE 10 PVC COOW OR FRONDS 3 ELECTRICAL PROVISIONS OF TIE �UH 4AS A1JMNl"I (AU N ]" PEA 6CMDU s M PVC mRION nW01 GONOW tNLESS SERVICE IS PROVIDED by THE ELECTRIC COI'PANT. COORDNATE RM TIE ELECTRIC XS FT LONE COPPER CLAD GROW ROD COMPANY PRIOR TO IWO. 1441 N. RONALD REAGANJBLVD.LONGWOOD, FL 3275PH: 407.7748078 FAX 407-7744078 www.abdesigngrou p.c AA d: 0003325 ti N 9 a F o fl S _ al Summ a IJOT. ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04181.04t-17131 moDZu 4EHB "2605—HAYDEN" GARAGE 8WDfG: RIGHT pwcs FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C Ri 1 DATE: 02/08/22 XCAL.E: 1/4"=1•-0" 8*IZ= E1 1 ELECTRICAL LEGEND rJYMM DEFINITION NOTES -� 12DV OUTLET 20 ART SINGLE POLE IIoV OUTLET Nis OJn.Er IYIiD IIOV OUTLET ro seeTa Gm IIOV OUTLET EQUIP O E400 PALL «TEVTCR TAMMR RESISTANT TTPl1 22o.• OUTLET w Rum ca"crim WC IUAT R-loom Ouner GROuo FA1LT HIRE RTISR SWTCH tmTCH 3-"Y OP62 W4 eYe1C+7 4•WA7 OI"ER •_!'1 wu MOWED �V LIGHT CEILING LIGHT © LED CLG LIGHT © VP LED VAFww PICOF LIGHT O CEP VAPOR PROOF LIGHT ORECE06® CAN eviNr. FAN I CPM FR sa FT. Upwa FAN tlYLIG1IT I OR1 PER ea FT. V FlDf11 LI lePSC'O TED BT SULDEW IIRAP ® () AROUND AIRDUO 4 PWJOPIISCEK C•ELG LLRAP (� AIICU� V wOIE[BCar 4' IIAIgE/CNT 4' TRAM LOW O PANEL METER O cj,D, B'DIIL DIRECTOR MTT. G4aCJt 1 w.1 "ALL M(XINim emom DETGCICM GATT. I9 G&W YILl1�lIR ® SRO I:AI E'IL1iDffnImm«WALL cam «raRm K A DI&TANOE Q NOT LESS Too( 4' PROM NIALL PBOANr LIGHT F> NATURAL DAS . TE im,44mo JACK "TER HEATER Olecasem rD a>E R1lV.Tm AIR T COPO TO SE MOV UXa SEE AM ON DGCOIlECT 0"'E I �N TE ZANCN JAOC GOo( RPaL JO ,-Rca TOM AC O DAHM m N Iw MAN=A S S P NAnxD A& eIICI4 role ecx RADII TO BE GRIORRD « IxLItl FAN,LIGNr A o BDx KAMM A& NAR® uD+ FOR S inn 24• «eA,oseeNr LIGHT *TRIP oeenne Y' PrANDEeCENT LIGHT &TRIP 4V INCANDESCENT LOW STRP FLOOD LICIR — OPr. eEGLIETT IQ,'PAD TmPL Fww-BUTTON RCR CN'!! 11E FORT • LOCATION OF TV JACK& . PFIG►E OUTLETS 4 FANS TO Be VERIFIED • HOPEOWEli PRE-CCNSTRKTIQN FEET" " • ALL B 1 20 APT ORAPCH CIRCUITS TO EE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONO OF FISOR IMRIOI(CAGE) T eMO1 -DIET • 20 CIIe" APT DEDAND . . ON KIT I IT G (NOT KnC4 • D1 A"R W., TO I E LOCK) T TO DE LOCKOUT « PANEL D AUST SATHR OM PA MIN. CAPvool Q • B EXHAUST FAN TO WAYSELECTRICAL Opm TINT RMITT AL Be C2T'1 MEliRTNT PER ILEG,TGfJ1 PRONeION& Q SECTION FIloi! PBOI TiH lD (CORE). • LAUNDRYROOM A20 DENWSIlR RECEPTACLE 011OMTERIWTTER SHALL Ell U D FAULT CRCUT- PI1110TEG7ION FOR PEFSGNEL CN FEEDEIN • LUM42 METHOD SMALL EE NON METALLIC CAELE PER ELECTRICAL PROV'16IOIN OF FEa& TTH &Q G9= • ALL WRRK TO COMPLY WITH ELECTRICAL PROVISIONS Q THE folcm In m og= ET�JCT1 2ete_,Ih EDITION R1041 � I ---------- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' - I'-0' II' I I I I I a I I I m I I LED LIGHTING ® DOUBLE LAV. BATH i r0xv-WAIXplowo lm�m LED LIGHTING ® DOUBLE LAV. BATF4 9 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003328 R W' Ci A C o 9 SU13DM Ik L/OT-. ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT* 04181.04B-17131 MODsi1 4EHB "2605-HAYDEN" GARAGR SWING: RIGHT P/► SECOND FLOOR ELECTRICAL PLAN 160 MPH ER. C ROLAW A ABOUCHACRA L ARNO93723 A PRINT DA1'R: 02/08/22 scA z:1/4"=1'-0" s tSffiT E2 q FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . V-0' i i ------------J, SECOND FLOOR PLUMBING PLAN SCALE: V4 . V-V' 7' VTR -1/2 1n, �-11 V LAV p' 3 Y �2' VM MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774.4078 www.abdmigngroup.com AA M: 0003326 ro � O F Q 0 9uBwv. de LOIN T: ABBOTT PARK LOT #17 BLK #13 PHASE 4B PROJECT 04181.04t-17131 MODEL: 4EHB "2605- HAYDEN" GARAGE 8WrNG: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C A 111 2 itiNT DAM, 02/08/22 BcALE: 1/4"=1'-0" S![SET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATNG. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLA55 I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, OIALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXI-W)STED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND F15C 1TH EDITION (2020) MECHANICAL CODE SECTION 607. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTEC4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SECURE STRAP TO CONC. CONDENSER AIR SUPPL W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL AIR HANDLE SECURE STRAP TO UNIT LLU (2) EVAP. TRA 4' CONCRETE SLAB 'SXI 1/4' 514T. MTL. SCREWS - CONDENSER UNIT PLATFOR CONNECTION TO PAD - NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • t2' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 ASIDE/ H SERIES NICKEL 5RA55 TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP.) N LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRIINC — BROKEN LINE. RETURN TRl1NK BALANCING DAMPER OR OBD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 00 EXTERIOR WALL T 1 AIR RETURN SUCTION AND LIQUID 1 REFRIGERANT LINES 1 EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TI4 EDITION (2020) MECHANICAL MM CODE SECTION 3012.4 HVAC DRAINS COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'XS' CONC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) ------- DR&14' I I FROM OM YLLVUl1M ABOVE BEDROOM 1 �\----------------- — 1 12xb III I ^la I 12X12 ------- I I 14mX6 THRIJ I BATH �X ,I II KITCHEN I I I I I \/ o\ @Xg — SX — �� g ML S/A �♦ FROM ABOVE FLEX fill --®c III III FOYE.� III III - - - GARAGE I I PORCH I-------------------- 9 ++ FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . P-0' WH r r 1441 N. RONALD REAGAN BWD. LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdesigngnwp.com AA N: 0003325 ti I] o 0 r 0 U13Drv. & r o'r ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT/ 04181.04B-17131 bWDEre 4EHB "2605- HAYDEN" GARAGE SWMG: RIGHT PALM FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 1I 1 DRINT w02/08/22 6CAXX: 1/4"= l' — 0" magma" M1 SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . I'-O' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX, 407-7744078 wwwabdesigngroup.com AA M: 0003325 ti 6 4 L3 avnaiv aLor: ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROdffiCT* 04181.04B-17131 It, 4EHB "2605-HAYDEN" awiswaa awnNa: RIGHT PALM SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C i? t MrNo 93723 J Dw02/08/22 WCALE: 1/4"=1'-0" a1EMsr M2 2X4 TOP PLATE PLAN Y PRE-FAB TRUSS 1/2' C .0. BOARD 1/2' DRYWALL —­ T-P - SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN FLR 2X4 WOOD STUDS -24. O.C. SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.G. OR. NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE• 3/4'.I'-0' FIBERGLASS SNINGLEB WITH UNDERLAYMENT AS PER F5CR 11MA. ROOF SHEATHNG THICKNESS AS PER SHEET SNI' SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -m TYP' ELEVATIONS O1-I. VENTED SOFFIT I r I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8, GYPSUM BI OR V2' HIGH STRENGTH CLG. BOARD ENER3Y CODE FORMS ATION R-vALUES RENCE STRUCTURAL ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL bc2 P.T. FURRING — STRIPS • 24' O.G. B' CMU 1/2' GYP. I.I.L. 50.- WOOD BASE — 0'-0' FIN. FLR� Y� v 4 n W/ WINDOW OPENING N S' DIA SLEEVE DO NOT CUT REBAR PE BOND BEAM NOT CUT SOLID GROUT THE BOND W/ (I)- BEAM (2) COUFWA* - REBARS A PIPE THROUGH BOND BEAM 121 SCALE, 3/4'.I'-V- FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90511. ROOF SHEATHING THICKNESS AS PER SHEET ON]. 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 0'-C' FIN FLR ROOF SHEATHING THICIOJESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D 1 SCALE. 3/4'.I'-0' — UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.E OF THE FBCR 2020 1TH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. r 4e N SM LN 2B GAS LINE THRU BLACK D1 sole a+r.� FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE WN 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICIC, 2 COAT— PORTLAND CEMENT PIASTER APPI-IED DIRECTLY TO MASONRY 0'-0' FIN. FLRA e' CmY II A s GARAGE DOOR JAMBS D1 SCALE: FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.11 • EA END ROOF SHEATHING 2x BLNG OCKIBETWEEN TRUSSES THICKNESS AS PER SNL PER STRUCTURAL DETAILS SHEET SECURED PER =Tt"7FASTENER SCHEDULE 91IFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS 5' 2x FASCIA PER AX. ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RW SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERSY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/eGYPSUM BOARD OR 1/2' ON SHEET ON. HIGH STRENGTH CLG. 50ARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACFMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2, GYP. WL. 150 - WOOD BASE- 0 J. U. — 0'-0' FRlL FLR a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN a ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 AND 16095.1. n W/ WINDOW OPENING � TYP. WALL SECTION )' ., NO OPENIW. NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.E OF THE 1FBGR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE If OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7741SO78 FAX: 407-7744078 wwwabdaslgngroup.com AA #, 0003325 r BUDDIIV. Ac LOT: ABBOTT PARK LOT #17 BLK #13 PHASE 4B PROJRCT* 04181.04B-17131 MODlL: 4EHB "2605—HAYDEN" GARAO1c OWrNG: RIGHT PAai DETAILS 160 MPH EXP. C DA M MT 02/08/22 8CA=.- 1/4"=1'-0' B*Em= D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR WSJJ. AS PER FBCR 50S.U. ROOF SHF-AT14NG ROOF WEAT14NG THICKNESS AS PER THICIQES6 AS PER SHEET 6NI. SECURED SHEET W. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. ER PRE-�' WD. TP%18 — 24' O.C. MAX. LEVATION 24 O.C. MAX. METAL DRIP EDGE— METAL DRIP EDGE BATT INSULATION 2x FASCIA PER REFER TO ENERGY CALCS FOR VALUES ELEVATIONS VENTED O.N. 5/8' GYPSUM BOARD 2x FASCIA PER ELEVATIONS SOFFIT TYP. OR 1/2' W*W STRENGTH / CLG. BOARD VENTED — Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.1 IN6UL. REFERENCE STRUCTURAL a w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FENCE STRUCTURAL aZ 3/4' T 4 G SUBFLOOR 1/2' THICK 2 GOAT a O GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COATS PORTLAND CEMENT SCHEDULE PORTLAND CEMENT PLASTER APPLIED m PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MA60NRY m -PER MASONRY DQ FIRE -STOP LEVATION IX2 FIRE -STOP -- SEE STRUCTURAL SEE STRUCTURAL-- R L NATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ALPER L vATION Da FIRE -STOP IX2 FIRE -STOP R-4.1INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL V2' THICK, 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO STRIPS • 24' O.G. DIRECTLY TO MASONRY 8'cm MASONRY 1/Y GYP. WL. BD. WOOD BASE Ix2 FIRE -STOP IX2 FIRE -STOP O.N. uj w T BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD Ix2 FIRE -STOP `_S3Ei:FcTB 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVATION R LEVATION 5/8' GYPSUM BOARD OR 142' HIGH 6TRE4GTH CLG.BOARD R-4J INSUL. Ix2 P.T. FURRING STRIPS • 24' OL. 6' cm 1/2, GYP. uIL. BD. WOOD BASE SING E ~ .. ~ 4 a n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-O' 1441 N. RONALD REAGAN 8LVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774.4078 www.e Udes Igngrou p.com AA N: 0003326 G ` � ` Q a c R F StMDM & LOT: ABBOTT PARK LOT #17 BLK #13 PHASE #4B 1pitoizcT# 04181.04E-17131 MODZU 4EHB "2605-HAYDEN" OARAOL' 8WW*: RIGHT PAO= DETAILS 160 MPH EXP. C N AR NO W7W of paum DATM 02/08/22 8CA X: 1/4"=1'-0" ar91:= D2 MEL 2X6 P.T. • CENTER OF DOOR HEADER SECURED UY (V V2• X S• J-DOLT WY 4' MN BMDEDI"Q4T W 2'X 2' X VWWAWIVt 4N)T OR W) (2) VZ' X s' ANCHOR DOLTS UY 7' X 7' X VO' WASHER � NIT "t�'CURIE 2x4 TO OLK WY ® ,TO I Vl' EMBED- 6, Or- 4- END DIST. 1 62' EDGE DIET. ® Q 2X6 GARAGE DOOR DUCK 8ECUEED W) (0) V2' X s' J-DOLT OR ANCHOR DOLTS, UY 4' MN 9'EEOM ENT, UV 2- X 21 X V6' WASHER 4 NUT. (U WITHIN S' OF TOP, (" WITHINW OF THE BM, OR(3) EVENLY SPACED. m NOTE& ALL ANCHORS SHALL DE N ACCOPDANCE TO MANUFACURER'S INSTALLATION INSTRUCTIONS WERE 6unw wfi�TION9 AMP � ATRlYENT GARAGE DOOR 1 BUCK ATTACHMENT 3 4CxL6 v)••r�' e• cMw 1/2• DRYWALL Ix4 P.T. OR S/4'X4' MN SECURE THM FRAME 4 ❑ i'X4' EXTEND 1-114' INTO P.T. HALER BLOCK UY 3A6' TAPCONS DOOR CAGNS (MN 614ANIK SIZE AS MN HEAD St. 300 MN 815EOMENT I-V41 WITH. a• OF EACH END DOOR JN'16 OR WINDOW 4 16' O.C.MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 614IM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +3/4" OR +5/4" n wiNDOW TO BLOCK +3/4" OR +5/4" 2X4: m SECURE TO BLOCK W/ 3/16' TAPCCN8 MN SHARK 812E J45 MN HEAD 61ZE JIM MN WWOMENT 1 1/49 WITHIN S' OF EACH END 4 W OC. MAX SPACING. 2)(6, m SECURE TO BLOCK W((2) 3116' TAPO" (MN SHANK SIZE 148 MN HEAD SIZE 300 MN EI'DCDMIO4T 1 V41) S, CM1 WITHIN s' OF EACH END 4 W' OC. MAX SPACING. In. DRYWALL ,Xs, ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCONS MN SHANK SIZE .148 DOOR CA.S#42 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH ETD 4 A O.C. MAX DOOR JAMB OR WINDOW �'� INfk ATTACH TO 2X PER MANFACT RE$ DETAILS. NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2' �wD•rpow To BLocK +1 1/z• D 3/4 PT 1/4' Z_ INTERIOR EXTERIOR 3/4'X9' RECESS 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4, m SECURE TO BLOCK W/ 3A6' TAPOONS MN SHANK SIZE .Hb MN HEAD M E 300 MN EI'DEDMENT 1 V49 WITHIN D' OF EACH END 4 W Or— MAX BPAGNS. 2X6: m 6ECURB TO BLOCK W62) 3AW TAPCONS (MN SHANK SIZE J49 MR HEAP SIa 31" MN O'IDEDMBNT I V4') WITNM W OF EACH END a• C 4 16' OC. MAX SPACNOL IR' DRYWALL 2XS, 6ECJRE TO BLOCK P WK2) 3/16' TAl"G4DTI6 P.T.T. NAILER MN SWANK SIZE J45 TA6' OAD, X 4' MN MN 1 EAD 612E 300 MN EMBEoMENT 1 V49 DOOR CA66G WITHIN W OF EACH END 4 W' or, MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUE6 DETAILS. NOTE, SHIM AD NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/16" nwDQDOw TO HLOC% +1 15/le" 2X4, m SECURE TO BLOCK W/ 3A6' TAPCON6 MN SHAK 612E J45 MN HEAD DIZE 300 MN EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 W' OC, MAX SPACING. NOTE. STRIJGTIRAL 2X MUST BE 2X6 m ON OIIr61DE 4 6ECUlED SECURE TO BLOCK THROUGH NON-8TRUCTURAL W92) 3AW TAPCONS 3A6' TAPCON MN 1-1/4' MN 61-AK 812E .HS V1115ROMIENT INTO BLOCK. MN HEAD SIZE 300 MN O'IDEDMENT 1 1/4') WITHIN e• OF EACH !TD s' GM1u 4 W OC. MAX SPACING. 1/2* DRYWALL I� SOC SECURE TO BLOCK I'X4' WK213/16' TAPCONS P.T. NAILER (MN 64" SIZE 14S G DOOR CASIN MN HEAD 612E 300 MN EMBEDMENT 1 1(49 WITHIN D' OF BACK END 4 W' orMAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MA2FACn#tM DETAIL& NOTE. SHIM A6 NEEDEO TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" /1wINDOw TO BLOCK +2 1/4' 2X4,® SECURE TO BLOCK UV 3AW TAPCONS MN SW» 41C S12E Ab MN HEAD SIZE 300 MN EMB110MENT I V49 WITHIN s' OF EACH DID 4 W OC. MAX SPACING. 2X6, cm SECURE TO BLOCK WY(2) 3/16' TAPC M MN SHANK SIZZ J4D MIN. HEAD 81M 300 MN D'IBEDMEW I V49 WITHIN S' OF EACH END a Is' OC. MAX SPACING. 2X8. cim 6ECTIRE TO BLOM WK2)SAW TAPCONS MN GNAW 612E 14S MN HEAD SIZE 30D MN ffmodo m. 1114.1 WITHIN s' OF EACH D•D 4 10' OC. MAX 6PAC WY — NOTE, &HIM AS NEEDED TO PLUMB JAPE (DO NOT EXCEED LW) Cm 'DRYWALLURE LL TO BE PODLID r60 W/ 2.500 PSI VNCRETE RENPORCED YY 111 �D VERTCALLT I'X4' P.T. NAILER T/16' BAD. X 4' MIN cAe1NG JAI'D OR WINDOW ATTAG4 TO 2X PER MAN FACTURES DETAILS, DOOR JAMB 3 TO BLK DETAIL 2X4: m SECURE To BLOCK W13116' TAPC" MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 ID'Or— MAX SPACING. 2Xb: m 6BCLRB TO BLOCK WK2) 3~ TAPCONS MN &HAW 612E 145 MN HEAD SIZE JIM MN EMBEDMENT 1 1/4') WITHIN W OF EACH END S' C'llJ u• CC. MAX DPACN& V2' DRYWALL 2XS SECURE TO BLOCK 1'X4' WIK2) 3A6' TAPCONS P.T. NAILER MN SHANK K SIZE .u6 COOK C.461Hb MINI. 812E 300 MN EMDEDM@IT I V4-) WITH. 8. OF EACH END 4 Is, OG MAx SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTUREG DETAILS, NOTE, 8141M AS NBLDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3" S 2x4, DID SECURE TO BLOCK UV 3AW TAPCON6 MN SHAK 612E J45 MN HEAD DIZE 3" MN ffMWCM113VT I V4') WITHIN S• OF EACH END 4 W OC. MAX 6PACM NOTE. STRJCTIIRAL 2X MUST BE 2X6. = ON OUTSIDE 4 DBCUKD 8ECURE TO BLOCK THROIYN NON-STRUCTURAL WK2) SAW TAPC4NS 3/16' TAPCON MN 1-1/4' MN SHANK SIZE J45 EMBEDMlNT INTO BLOCK. MN HEAD SIZE 300 MN BMEEDMENT 1 1/4'1 WITHIN 8. OF EACH EN7 s, CMU 4 W OC. MAX SPACING. — 1/2' DRYWALL 2X6, ® I'X4' SECURE TO BLOCK P.T. NAILER IW(2) 3A6• TAFCONG (MN SHANK K 61ZP J48 DOOR CAGMG MN HEAD SIZE 300 MN EMDEDMETIT 1 V4'1 WITHIN S• OF EACH ABIDER UIK2)12d WITHIN S 7HD 2X SECURE TO STRUCTURAL ' OF EACH END 4 b' TO D' OC. MAX DOOR JAMB TO BLOCK +3" F 2X4, m 61SCURE TO BLOCK UY V4' TAPCONB MN SHANK SIZE .145 MN HEAD SIZE -100 MN EMBEDMENT 1 1/4.1 WITHIN D' OF EACH END 4 W OC. MAX SPAC.G. 2Xb: m 611CURC TO BLOCK WK2) V4• TAPCONG MN SHANK 612E 145 MIN. HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN W OF EACH END A *'Or— MAX 6PACW- 2X& 0110 SECURE TO BLOCK WK2)V4'TAP00146 (MIN. SWANK 512E 345 MN HEAD 512E "" MN IhEEOMBdT 1 1/49 WITHIN s• OF EACH END 4 Is, OC. MAX 6PACMG e• cm ETV2' DRYWALL 1•X4' P.T. NAILER TAb' OAJ& X 4' MIN - POOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFACIURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +3 7/15" wINDOw TO BLOC% +3 7/18" 2X4, m SECURE TO BLOCK W/ 1/4' TAPCON6 MN SHANK SIZE 145 MN HEAD 613E 300 MIN. Q'OEDMEM 1 V4.1 WITHIN W OF EACH END 4 W OL. MAX GRACING. 2X6: m DECURE TO BLOCK LLV(2) V4' TAPCOMb (MN SHANK SIZE .145 MN HEAD 61ZE 300 MN EM'mBDMlNT 1 1/49 WRNIN D' OF EACH END 4 W D.C. MAX 6PACIW. 7XF Im SECURE TO BLOCK WW2) V4' TAPCONS MN 614ANK 612E 148 MN HEAD SIZE -%M MN EMBEDMENT 1 1/4•) WITHIN D' OF EACH END a Is, O.C. MAX SPACING& NOTE: 6TRICTURAL 2X MLOT BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPCON MN I-V4' 9'OEDMENT INTO BLOCK. Ly s• GT11R IB' DRYWALL I•X4' P.T. NAILER 11 P.T. X 4' MN DOOGMMG DOOR JAM 15 OR WINDOW ATTACH TO 2X PIER MANIFACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JA1MD (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +3 3/4" 43 /1wDVDOw TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA E: 0003325 A N L s as RRp+ ypM mommrv. A. LOT: ABBOTT PARK LOT #17 BLK #13 PHASE #4B Pmoir.cT#J 04181.04B-17131 BWDZZJ 4EHB "2605- HAYDEN" GARA014 SWING: RIGHT PAOMMk DETAILS 160 MPH EXP. j Q 1 1 2 IO RD"ATl 02/08/22 cA=: 1/4"=1'-0" HE= D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL N MANUFACTURER CATEGORY DESCRIPTION VECODI E EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOR 12/31/2022 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 9/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5679-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2030 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/22/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-6" EXTERIOR DOOR 2020 FBCR 12/31/2022 239S5.4 T14ERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 22/31/2022 23956.S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single file EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 37922 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/ZDZS 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.112 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 1S272.2 R5 ALSIDE ALUANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABURDING.ORG CONTROL DATE: 01/28/2022 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407-774J078 www.abdosigngroup.eom AA N: 0003325 SEEN LIs m h A Is Is L I /Z,TiDIv • LOT: ABBOTT PARK LOT #17 BLK #13 PHASE #413 1 1.04 -17131 IDasi4 4EHB "2605-HAYDEN" GARAas XWENM RIGHT PAQ2k PRODUCT APPROVAL LISTING 160 MPH EXP. C 04 arrmii-02/08/22 ■OAIM 1/4"=1'-0" slam" D4 Ol TOLD PiWO � R. A OLKAD-- MA 2. cpwAw R. D s. CIEA2E PT. C IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS, INSTALLATION PROCEDURES r.aLE p.. E OLIGLp NWIO"R.A f. QEAME • R. E N' s ® LPOLD NWPO�R.A 2. ORA" • R. e L CARAM Mr. C t POW PT. C Ovl2 PT. p T"Fr. C TOWAN noTta 1 PLAl2]E r r� r 0 EoT ~''"� LATER TIONf er.L_ POLn, pn ypI ar. r Twx, , COAT CEPENT PLASTER T2Area yr 2 COAT CW-IW P'W1/M (WW wm LATER a, wimAeER BU LOW. PAPER tPRAm cwT, u.RS LATER 1 STucco uRAPn p yj ® KIC KO UT DETAIL 1/16. ZIP SHEATHING SYSTEM (INSTALLED PER MAN IF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 GOAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROAFnuni I 4r_RFFri ? 5'X5' 'L' TYPE CONTINUOUS Z GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT o+eu K-zm PLAT 610► uRs OLT) QLT) O� PRAI'B Qt C2U I axTwoPe ROOF �� ' PN wLL PLAWlq i s DETAILI wTE� „owr ream ai bClaw PAYJA YP... R.M." AT aoKrra o wv . LACE k7mftw r ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, ,STUCCO WRAP) WR5 LAYER *2 (FORTIRBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x ,STUCCO WOOD OR -1/1ro' ZIP WALL 5HEATHING SELF-ADHESIVE FLASHING — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-S4l-14a, MIN. 2.5 L56. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003325 R m 4 BUNIVIV. & Lor ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04161.04t-17131 UODsIU 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AL DA mT 02/08/22 BCAUM 1/4"=1'-0" 8*1m= WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) TA&' ZIP SHEATHING SYSTEM (INSTALLED PER MANI.F. SPECS.) OR WOOD SHEATHING LAYER 'I, STUCCO WRAP LATER 4. FORTIFIBER BUILDING PAPER METAL LATH WOOD C4"TRIGTION .��FMISH - 0D FASTEN TO WOOD STRUCTURAL MEMBER a T' OL. MAX a' cru V TON MID -WALL LL6EP SGRLED 4 =j i' WDE STRIP SELF ,•.�+. ADFESNE R-46141NG, CLEAN MAOCNR1' 1170FORE A PLYW. BUILDING PAPER V FMISN • MASONRT ovER'aulac — — - HORIZONTAL WEEP SCREED FLASH• (- ® - (FRAME TO BLOCK) PIPE THROUGH / WALL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE — MANUFACTURERS INSTALLATION PROCEDURES 6' SELF ADHESIVE FLASHING (INSTALL PER MANIF. SPECS e' BUILDING PAPER UNDER 'QUICK FLASH' NOTE:NOTE:B WRLAYER h, IF ZIP SHNG EATHISYSTEM IS CUT OPENING IN APPROVED HOUSEWRAP STUCCO WRAP INSTALLED, PLEASE SEE FOR BOX INSTALLATION MANUFACTURERS INSTALLATION PROCEDURES ENT A V PENETRATION WRB LAYER'I, WRAP � Cur •X INTO SELF-ADHERNG MEMBRANE FLASHING � 1 SCALE. N.T.S. APPLY SELF -ADHERING ��1 n WOOD SHEATHING MEMeRANEAPLAsIIMG ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPROVED HOUSEWRAP BELOW THAT 9 ERANE _ BOX, FACE EDGE CUT SUCH NO MEIN ENTERS APPLY TO WRB LAYER 01 STUCCO WRAP APPLY 60 MIN ® SEMBRANE FLA GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUEEWRAP ORB LAYER 02, FORTIFIBER BUILDING PAPER STEP 1*3 STEP 1*4 ELASTOMERIC COATING OVER i ' �' .• ':` STUCCO/ G.V. FINISH APPLY E-Z BEADK (SEE TYPICAL WALL OVER 60 MIN ;'.�' SECTION) GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND - INTERSECTIONS .i: STEP #5 STEP #(o (A)ELECTRICALRECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH:407-7746078 FAX: 407-7744078 www.a bdaalgngroup.00m AA M 0003326 q 4 S aysa:v LOT: VA ABBOTT -PARK LOT #17 BLK #13 PHASE #4B PROJSCT# 04181.04E-17131 MODIM 4EHB "2605-HAYDEN" GARAOS awING: RIGHT PADS WALL ASSEMBLY DETAILS 160 MPH EXP. C 11 ROLAW A- WM �� L � R 02/08/22 1/4"=l'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR i/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - lk 2 1/2I/2' CORNER BEAD (FASTENER 4 SPACING O l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD @ BLOCK 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7746078 FAK 407-7744078 www.abdesigngroup.com AA M: 0003325 24 9 `1 r a SVHDiv, ec LOT ABBOTT PARK IDT #17 BLK #13 PHASE #4B PNoJZCT# 04181.04B-17131 BtODlL: 4EHB "2605- HAYDEN" OARAOE BMWO: RIGHT PAOM WALL ASSEMBLY DETAILS 160 MPH EXP. C wood C0N5T161CT10N BEYOND u,= &MATHM® uEATNER REalall OARItlER 9 i YEATFER REaETWE i.' X 1"L' a10w. / I \ 6' 5WGADNERNG I LA&4 < `` 1 6/EIRMSTWE eraRreR STMP / \\ \\ S''alaa'�ER�eienve Rl DO NOT Ca11LK OR \ \ �/ FL AGHMADHERN6 \ GALYD PETAL aALVO M97AL Z'FLASHING Z' PLA814M DO NOt ram• K OR IY*' �x� e' eR'1JLATEDi W000 Tmm r- M * / uAv= T'B'E1Ele \ \ SEAL GAP UUCAILKM3 OR AP"00%,W SEALANT \ C.AOm SIDING TO STUCCO CEB2 ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-774.6078 FAX 407-774-0078 www.abdosigngroup.com AA N: 0003325 9 q C i som I,oT: ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04181.04E-17131 MODELa 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. 'Cff J B 11 1 DnmwT w02/08/22 2CALM 1/4"=1'-0" >sIEEET WA4 �BETA NIN1(EEPWDTEKMRROPERLY !,CND 1C . KM %PE IS SENeD IF UMIffO. NNL N %ACE 9MQYI IN! GKVAN2ED —W I. U81ND 1N' NAILS AT EACNCORHER. ROOf11G CENEM �6E6TBl SHQAD R ARRIIm roALL SMNDIE EDDES IEM TIE OUTER PERKIER AS CUTOUT TE OOOSENeCA VEM OPENPIG IN TE RODE HWDIDAROIRDTEENTRE RECOM.ENDEDIN SEVERE NEATER WLSTAL 911EATSNO. BDE TE OPENNG IN AGCORDVCE VAM TE CONSIRUCIgN ZONE3. umo SNONN.MTE EVEMAIAECINNCK KMFAII IS USED. Siff TE KMOPENNO N ACOORDtNCE NHiH KMfAN MANiAOTRES PFIND COHECTON NSTRucnaNs. W NDT CUT MD TRUSSES OR RAF1£R6 V.EN QfRIHC TE OPENND IN T# ROCT. F—v R� rrtERFERNo SNNDLF rMILs ARoup TrE PERMETER OF TIE OPEMND SO TNT T1E NNLNG FWDE 0 T! KM lAY3 FIAT TOME ROOF 61EATNA. 3UDE TOP AIO SIDE RANDES MTEVEMIAND UIIIER SNNDlFS.ALLOW TE B01-TOM KMPIANOES IO LAY d1 TIE TOP OF TN: SMMALB. I e�v� FFF ROOF HOOD VENT DETAIL SCALE GUT NOUBmW AT 46' A17LE FIODFIED 'F CUT N HIOUSLYRAP AP"NOVIED 1KXXMn E..T \ OVER MEATNNG OVER WD STUD WALL STEP 1 NALND R.ANW AT JAPES r SeLOOD MLL FIN" MN \7/\ FLDCIBLE FLASHING DO NOT SEAL BOTTOM —� rH STEP 6 T&VORAIRILT FOLD -UP N SEC Noubm~ (a TUCK FLAP IND .t HEAD FOLD Holism N AT JA%W ( SLOPE SILL R ALIGN PLMMNG EV INT. EDGE OF 6" RO. MCHANICALLY PAOTN FANNED EDGER (CAP NAILS. STAPLES) NSTALL DUPOW PLpWRAP AS TF PLAO/NG AT THE DOIIN E TAPE DIAOOUL CUT AC$Wlss HEAD Q WNDGI PLUMBING VENT DETAILS F SEALANT AT W"06 AFD HEAD a UTLY TO BACK OF FOCVH NALNG LANCE N LSE SV 'ISE-PUNCHED IDLES OR 6LOTTL INSTAL . S• uDE ADHEW VE - BACI= FLDDGLE R-ASHNG MATERIAL OVER DRIP CAP JONT (RIDTECTO-~ 151-200d - EOIN) STEP 8 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 4 STEP 9 ]C NE)E VALLEY N HOI dt H:ANM EII KFELTLT uNCERAYHRM � ASPHALT -r' VALLEY CENTERINE rABR VRTW C OF CENTERLNE U ewOF FASTTERS N 3NNTAE w EHD SHRDIE AT LEAST TT BEYOND I VALLEY CENTERLNE -aIPrEDars _nT CORNERATEDEOREE: �BHN(.e3 TR..EDT BAG( and VAILEY CENTERLINE ROOF VALLEY DETAIL SCALE- APPLY 061 HEl (a EQUAL) SEALANT . U4DOWK.ru JOINT. FLWD APPLIM FLASNN6 O-AW-0 UFNTE-SEAL RC -SS OR E41ALA SLOPE SILL TO EX wpm L IT TS THE CONTACTORS 1l6FC l 0 Lrr TO VERFY THE CQPATSILITY OF ALL PADDUCTS RC=W. NOUSEWRAP, SEALANTS . SELF-ADHERWA FLASHNG MATERLALS USED OURNG C4"TFWCT10H 2. INSTALL ALL MAT IONALS PER MANIFA=0140 S UNMN SPEORCATTONS WANUbW SF-.N..NNTS MAY REACT ADVEISBELY F NOT CXIPATBLL CLEAN AND REAL JAM TO SILL JOINTS WITH DOW 1M FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTEL REPAIR SGNQ'IE 8HOLN SHALL ME RIPLEMENTED AT ALL WMDOWS WITH EVIDENCE OF WATER INTRI61ON DELOW THE WINDOW OPENMG SEAL MTERIOR PERRIETER OF WINDOW WITH SEALANT blQM L IT 16 THE COMACTORS RESPONSIMILTY TO VERFr T14E COFPATSLJTY CF ALL PRODUCTS NCLUDNO SEALANTS 8 6W-ADHERING N-ASHINDI MATONALS USED DURING CCFITRLIGTICN . 2. FLASHING AT EXTERIOR 1004D0106 AND DOOR OPM~ SNALL SE 0,16TALLED N AOCOImANCIR W I4 MAMFACTURER'S MTALLATION INSTIECTI" j AND APHSOVm PETHOD U OF FBC WW3,4 U N ACG4RD.4CE UTN FRESTRATHON MAMFAGT6eR6 NKALLATION AND R-ASHNG MTRUCTIOFO. UAMH& SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE NTT! 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.6bde6i , "p.com AA 6: 0.03326 MEN a µ6 Q Tri-) aumm a IJOT ABBOTT PARK TOT #17 BLK #13 PHASE #4B PROJECT 04181.04t-17131 MODZlz 4EHB "2605-HAYDEN" GARAaR SWING: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C F E 3 1 r2/08/22 4"=1'-0" A5 2x6 SUB-BANb WA'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\\ I\ 1/8' TEXTURED I \ FINISH O WOOD I \\ 1/2' TEXTURED \ FINISH o CMU / \ METAL FASCIA \\ WRAP YJs' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \ VS' TEXTIRED IQ' TEXTURED PUS" • CMU x . } METAL LATH x x x x x x x x METAL FASCIA WRAP JI` WOOD SHEATHING x x x x x xs jt OR cm WRB LAYER "I, x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x ' BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x /%� .. FRAME OR CMU sxe 81.115 BAND R00FW. CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL Icl« OUT x x x x x x x x x x x x x (REFERENCE POINT L I ONLY, FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ ROOF DECK (BEYOND) \\ �i \\ \ `\ DRIP EDGE, 1' OFF WALL VNOT INTO STUCCO) \ 1 1 )-1/8' TEXTURED FINISH o `\ \ / WOOD, 1/2' TEXTURED FINISH o CMU 2x6 SUB -BAND W/I'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ® PLAN A SUB BAND DETAIL (9) WALL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES - 3• x. x x x � PRE-ENG'D TRUSS TO BE CUT A x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x O.C. MAX. x 2x SUB -BAND W/%'x4' NOTCH 0 END METAL FASCIA WRAP METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abtlmigngroup.com AA 0: 0003325 r aysnrv. & LOT ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT(/ 04181.04B-17131 Koasr1c 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C D A: M 02/013 WCALM 1/4"=1'-0" S*EM= WA6 39'A" TE-1 r — — — — —1 o 4" CONC. w SLAB -a4o a L6 I TOP OF 4 28•_2" SLAB 3 � inn 1.1 r — — — — — — FM-16x18 11 — — — —) —4 it it 1J 1.1 I 3•_9• g• p" g•_g•• 18•�• i i g•_g•• it 4" PVC It ICHASE 4 Im _ ii ml cc W 04� m fD I TOP OF J 4 SLABuj tlI U U OO II T I i I 20'-5" T 5" 11'-10" w � CW-12x12 1'1 rZ it II O �ii f-2 4 o ii 1.1 1.1 I II gi CWC-12x11 — —� — w— r w °� e YN to Ulm I UULj I n UP TO 2ND FLOOR �ii� I (FIELD VERIFY O n'o rT-''Iw 8 EXACT LOCATION) jiff 1,1 5 y I I 1.1 3.-0" 0 x 03 TRANSFER STEEL I . (� 24" O.C. MAX rn SIN. v I co 1A 2 0'-0" FIN. ELEV. "' I o I 1.1 1.1 m m FIN. CONC. SLAB I r— N. 0 to I� I4" CONC. SLAB w fl o 4 ILL " 1.1 �� i g wi alb LL io 14:3 1/2` y L FM-1808 _ — FMC 16xi8 3'-8" 9'-11" 4'-5" •10' i6'-0' 2'-1 " m � ro I a 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 +-V-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. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. IANDOIS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATES its BAR, OINDICATES N6 BAR,MNDICATES 87 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 (i'5 = 30", 06 -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 i5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 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 } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB j THICKNESS I REINF. I REMARKS 616 W1.4xW`1 4 OVER GENERAL 3 1/Z' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TO. F. SHORT LONG 17, CONTINUOUS 18" - (2)p5's 16" CONTINUOUS 18" - O s 20" CONTINUOUS 18' - OA5k CF-24x2424.""" 16, CONTINUOUS 16' 17, SEE PLAN 17, + •-0' 2 17, SEE PLAN 17, - 1 1 's - VARIES 24" 24" 17' ) s () s (+)0" T 8" SEE PLAN 8' - 11) 's (-)cr'-4" 1 N. RONALD REAGAN 8l LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoslgngmup.com AA If: 0003325 C O sUDDM de W7'il ABBOTT PARK IDT #17 BLK #13 PHASE #4B PROJECT# 04181.04B-17131 MODEL" 4EHB "2605—HAYDEN" GARAGE BVWG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C am DATE: 02/08/22 scwLE: 1/4"=1'-0" GREET sl MIN. EACH WAY MONOLITHIC FOOTING jj STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED �r. — - CELL SEE PLAN FOR SIZE AND = ^ CELL SEE PLAN FOR SIZE AND p . s SPACING REQUIREMENTS � SPACING REQUIREMENTS d• _ GARAGE DOOR �^ p RECESS r FM W CMU WALL W CMU WALL I• CORNER BARS, SAME SIZE AS LARGER BAR 4' b g 6 i o'er , I IN FOUNDATION WITH 30" LEG EACH n a� a WAY AT ALL CHANGES IN DIRECTIONS 70P OF SLAB TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS •I �I. CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR CIA. 4' CHAMFER (1 STORY) #3 16' ••Y^ EXT. PORCH SLAB 1 //,•...�.... -VARIES SEE SLAB SCHEDULE TOP OF GARAGE � 4' CHAMFER (1-STORY) I •. .ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE T:p. MASONRY UNITS SET AT ELEV: W/ 1rz ISOLATION 6' CHAMFER (2-STORY) JOINT (WHERE • • #4 24" W/ 12'ISO LATION _ • 6' CHAMFER (2-STORY) 1 0•S• APPLICABLE) i SEE 9CHEWLE 3a' JOINT (WHERE APPLICABLE) - • • SEE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR D. BAR 512E FOR BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST h AND BAR QUANTITY M BAD, h AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 4 #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4"=1'-0" 2 SCALE: 3/4"=1'l7' CORNER BARS DETAIL DOOR OPENING @GARAGE 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL LAP TOP PLATE A MIN. OF 46' 8" CMU AND NAIL W/ 180 COMMON NAILS, OCCUR, 4" BTM. VERIFY HEIGHT $ #4�RBEBAR �24" O.C. 02 CENTER OF OVER LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2,6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING F 5' I PLANS FOR SPACING. SINGLE T CAPPED �, NEW REINF. BAR S I SECURED W/ 2- PART Q EPDXY. MIN. EMBED BTM. PLATE TO BE PT, PROVIDE DEL TOP PLATE SECURE BT. PLATE 70 SLAB W/10d MASONRY u 8 % LINO NAIL 1Z' O/C STAGGERED. •..°• - •• GALVANIZED PIPE FOLLOW ALL MANF. ADDCONITIONAL METAL t. "GONG., REINF. W/ WIFLANGE ®BASE SPE4 NOT 4 II I USEANDFOR REQU REDDRS WHEN NO 7 k6 #10 WWM ON 4 PREPARATION OF UPLIFT IS PRESENT. t 6-MIL POLY ETHYLENE M 9 4- HOLE. p 'u y I' VAPOR BARRIER ON SEE SLAB SCHEDULE w I • • WELL -COMPACTED SECURE FLANGE TO CLEAN FILL TERMITE SLAB MIS) 1/4" X 2 1/4" p s I TREATMENT SHALL BE TAPCONS °7 nn�O 70P OF SLAB .• 4.. BORA-CARE u. t. (2) CON7. #4 REBAR 4" CHAMFER (I -STORY) �--. F(2) 6' CHAMFER(2STORY) #5 REBAR ON CHAIRS e 2,000 PSF VIRGIN SOIL OR 95% ED ED SEE SCHIEWE 17' MIN. DEPTH INTO YECOMPACTED SOIL FOR MO. BAR SIZE VIRGIN OR ENGINEERED SOIL AND BAR WANLTTTY SLAB HEIGHT LESS THAN 3'S' pEp PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATIONv scALE yb'=1'(Y' (NO UPLIFT) 5 6 FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0" SCALE 34"=1'0 1 A SCALE: LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE 3 CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/101 MASONRY NAIL SPACING REQUIREMENTS $t 17 O/C STAGGERED. 9 ADDITIONAL METAL CONNECTORS NOT g8" REQUIRED WHEN IN CMU WALL A UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) �0,�, 8" CMU FILLED CELL (TYP.) TOP OF SLAB - 4' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING - /r TWOF SLAB '4• 1Q" DIA SIMPSON ST82 BOLTS 6' MINIMUM EMBEDMENT INTO • i SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (iSTORY) BAR SIZE 48 BAR DIA A • . ' 4 - GROUTED CELL, 4" FROM ENDS AND ISOLATION 6' CHAMFER (2STORY) p 16' b ° • 16. O.C. VERTICALLY MAX JOINT NT JOINT (WHERE - • #4 24" _ ° IS8 APPLICABLE) MATCH STEEL 05 30" 2 REINFORCEMENT 6'PVC CHASE ti PER SCHEDULE 06 SEE SCHEDULE FORMID BAR SIZE THRU FOOTING 6' PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT %INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO AND BAD,BARSQE ""oBARQ°SIT`' PVC CHASE PER SCHEDULE SCALE 3/4"=1'.0(NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 1 � 11 SCALE. 3l4"=1'-0" SCALE- 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA Y: 0003325 r7 C LLL StMIDI & L�Or: ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04181.04t-17131 MODELa 4EHB "2605—HAYDEN" PRO"' 911MO: RIGHT PAGE: DETAILS 160 MPH EXP. C PancT DATIM 02/08/ 22 WCALM 1/4"=V-0" 8*133= S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.a bdosigngroup.00m L AA B: 0003325 ti La b is R ABBOTT PARK LOT #17 BLK #13 PHASE 4B PROJECT 04181.04t-17131 • ODZIU 4EHB "2605-HAYDEN" OARAOR DWING: RIGHT Pwara FIRST FLOOR DOWEL PLAN 160 MPH EXP. C E3 DATM 02/08/22 8CAMM: 1/4"=V-0" Bitter s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ td' HOOK 9 GROUTED BONDBEA. N VARIES PER ELEV. N ,I s g CLEAN OUT REQUIRED POR INSPECTION 3 D-C FIN. FLR. a • TIE RTICAL REBAR q _ TO HORIZONTAL e. REBAR W/10"HOOK BAR SIZE 148 BAR DIA N3 16' 84 24" h 1{5 3d' 06 38' 07 42 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. METHOD HORIZONTAUVERTICAL REINFORCING "� � 2 x7 47' SCALE: 3/4"=1'-0" 65 BARS a� 0 ra a4 F�L CMU UNIT DIMENSIONS y, ARE NOMINAL SIZES 3 MASONRY SYMBOLS SCALE. 3/4"=,'-0" NEW REINF. BAR 92 SECURED W/ 2- PART STEEL REINFORCING IN GROUTED EPO%V. MIN. EMBED CELL SEE PLAN FOR SIZE AND 3 UNO SPACING REQUIREMENTS i FOLLOW ALL MANF. o SPECIFICATIONS FOR g iI USE AND PREPARATION OF 9 J HOLE. % 8' CMU WALL p 6 TOP OF SLAB q' TOP OF SLAB - SEE SLAB SCHEDULE q , . • - e• • EXT. PORCH SLAB 4" CHAMFER (,STORY) BAR SIZE 48 BAR DIA. q q - W/ 12' ISOLATION 6" CHAMFER (2STORY) 18, h STEEL REINF. OF JOINT(WHERE a x4 24" BOND. BEAM APPLICABLE) MATCH STEEL #`' 30" 8' PVC CHASE i REINFORCEMENT N PER SCHEDULE 8' PVC CHASE THRU FOOTING THRU FOOTING 07 N7 47 ADDING BAR TO MATCH STEEL REINFORCEMENT BOND BEAM SEE SOME W LE FORNAD, BAR SIZE PER SCHEDULE 4THRU AND SAR QUANTrrY PVC CHASE 5 FOOTING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77443078 FAX 407-774-4078 www:reslgng00033oup.com AA N: 215 V Orq avHDiv s� zeor ABBOTT PARK LOT #17 BLK #13 PHASE 4B PROJECT 04181.04E-17131 W0DEic 4EHB "2605-HAYDEN" GARAGE awnrO: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ` x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SUE DEEM TION REMARK ( (2) 2X8 BEAM SCHEDULE MM 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 ( e SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP 1 MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)N5 (1)- N/A GROUTEDSOUD SB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.a bdeslgngroup.com AA M: 0003326 ti aq SK m pD� $ y7 c aysa:v ec Le . ABBOTT PARK LOT #17 BLK #13 PHASE #4B PRDJSCT# 04181.04B-17131 acoDmu 4EHB "2605-HAYDEN" OARAOS aWMG: RIGHT PAO& FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C A. A No pxm" 02/08/22 DATM scA=: 1/4"=1'- 0" 8*12mv s2 #5 CORNER BAR W/ 3U' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 1 U' HOOK 3P TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'A" '—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE e?� NOTES TO THE INSPECTOR/CONTRACTOR PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. • •,, o NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 16-1 T/1 M/06 NOMINAL HEIGHT # OF #5'S, TOP F =FILLED W/ GROUT U =UNFILLED IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT %FXX- tT/1 M4181NgCATES a DOUBLE BOND BEAM # OF t15'S, BOTTOM AND XFXX-1T/DMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iTl1 M,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- 774MMJB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST �•31N" WINDOW c SILL Z f = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #S CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED 70 ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) tY5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 50 THAT THEN THE LAST 7V/0 COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. nP Irxa' �,� �1#5 BOND BEAM 1ll5 nP.8k16' b BOND BEAM Bx16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE Bxe BOND BEAM 7pp OF W/(1)#S BAR .ti BOND BEAM GROUT SOLID FROM TOP LINTEL 70 TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Bx8 PRE -CAST CONCRETE LINTEL W/ (1 ) #s BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING -2" BEAM DESIGNATION OR n 8z8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2%3)i-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 1S' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") B' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 % 3)2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12C PER BLK. EA END EMBEDMENT DEB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4' = 1 •-0' YY0008ECIIq! FA8iB6i8PACN0 �� ;=1}"MIN, 2}"MAX e• _ }° MIN, 2 }` MAX d =7' MIN, 2 }• MAX �a ;=1}"MIN. 2}"MAX e• _ }" MIN, 2 }` MAX d =2" MIN, 2 }" MA% }'MIN, 2}"MAX `MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE. _. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN _ ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE d =END DISTANCE 4 =SPACING BETWEEN ADJACENT FASTENERS IN ROW ; =SPACING BETWEEN ROWS OF FASTENERS e =EDGE gSTANCE $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE. N.T.S. 1441 N. RDNALD REAGAN BLVD. LDNGWOOD, FL 34760 PH: 407-774-8078 FAX 407-7744078 ,#ww.ebdtxigngroup.com AA x: 000�zlsski 0 IE b 9; aysan►. ec LAT: ABBOTT PARK LOT #17 BLK #13 PHASE 4B PROJECT 04181.04t-17131 1tODEIs 4EHB "2605-HAYDEN" cwRwaE awixa: RIGHT PwaE: DETAILS 160 MPH EXP. C ROLAfb A ABOUq°YJlRA L AR No 037 � DA 02/08/22 axEET S2.1A Pg5 �P� S� "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 8 PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD ISAFE LOAD -POUNDS PER LINEAR FOOT PLF TYPE LENGTH 8U8 am419 161T tT 1T tt 1r TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH W18 16-1Tn tTn 4-1Tn 1Tn -1Tn 3'4" PRECAST 1438 962 3114 4217 5321 6425 7531 T-w PRECAST 689 1024 3'4" PRECAST 24M 6113 am 7706 9031 10000 4'4" PRECAST 1065 700 3126 3945 4765 5w 4'-0" PRECAST 514 763 4'4r PRECAST toot 52t�05 7027 4'4" PRECAST 819 533 1770 2400 3033 3868 4300 4'$' PRECAST 398 591 4'$" PRECAST ion 6743 7547 6752 U41 7 5'-4" PRECAST 931 1319 tees 3688 4240 W-4* PRECAST 411 411 S4" PRECAST 1319 4460 7198250D 7196 7342 7342 57a0 am 6259 5'-10" PRECAST 817 1924 1631 9" 2549 8 3<70 5'-10" PRECAST 340 339 5'-10" PRECAST 1181 3893 5877 BO% 86/ 6648 5778 W-61 PRECAST 692 1139 3227 3031 3707 4383 5061 V-w PRECAST 410 721 V4r PRECAST 1139 3227 4596 7054 10000 9825 r4r PRECAST 570 3191 T-8" PRECAST 303 534 7"4' PRECAST 938 2406 3406 4ee4 7w � 9'-4" PRECAST 428 633 1593 2204 2481 281e 2821 9'-4" PRECAST 192 384 9'4" PRECAST No 1674 2208 3081 4W0 400 1014r PRECAST 388 487 1247 1707 1904 2163 202E 10'4r PRECAST 151 301 174r PRECAST 550 1407 1ae7 2781 3222 3784 11'-4" PRECAST 330 544 1312 n42 2252 2988 3830 114" PRECAST 132 417 1V4" PRECAST 5" 1312 1742 2252 2896 3552 17-0" PRECAST 30B 507 12 159 2048 2596 311 174" PRECAST 111 370 17-0' PRECAST 507 12lo 10 1580 204a 2588 9171 13'4" PRECAST 270 433 1045 1385 1732 2157 26M 13'4" PRECAST 82 298 13'4" PRECAST 414 1045 1355 1732 2316 20M 14'-W PRECAST 254 14'-0" PRECAST 71 293 14'-0" PRECAST 990 We 1272 loos low 2389 14'-8' PRESTRESSED N.R. NR NR NR NR NR NR 14'4r PRESTRESSED N.R. 283 14'-W PRESTRESSED 458 1079 1420 1824 2277 2712 1514" PRESTRESSED N.R. NR R NR NRNR 15'-4" PRESTRESSED N.R. 252 16 4" PRESTRESSED 412 10 4 1340 1703 211118 2513 1T-4" PRESTRESSED N.R. NR NR 1T-4" PRESTRESSED N.R.ff148 1T4" PRESTRESSED 3DO19 tN21 uNR tNR 2NR 4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 19'-4" PRESTRESSED 235 738 959 1200 1407 1716 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R.21'4" PRESTRESSED 180 599 W3 1038 ilea 1488 27-0" PRESTRESSED N.R. NR NR NR NR NR NR 2T4r PRESTRESSED N.R. 118 27-0" PRESTRESSED 185 550 784 9B2 1203 1381 24'-0" PRESTRESSED N.R. NR MR NR NR NR NR 24'-0" PRESTRESSED I N.R. 917 1 24'-0" PRESTRESSED 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: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 aU BDIV. A U ABBOTT PARK LOT #17 BLK #13 PHASE 14B PROJltCT# 04181.04B-17131 MOMM, 4EHB "2605-HAYDEN" GARAGE aWUM: RIGHT PALL^ SAFE LOAD TABLES 160 MPH EXP. C �R NOA J DA� 02/08/22 aCAt X: 1/4"=1'-0" skim= S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL MATH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8 BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 X"x5 X") SYP. HT74 W/5/B" DIA x 5" IS3.1A PT., WOOD POST EXP, BOLT r- - - - - - - - - FIRE 10P 3'4FLOORB_� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD DRAFT STOP �I PRE-ENG. FLR. JOISTS ICI \��I rI Ti 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS u n n x n n n x n x u x x II q N II N N N N N N II II q u u u n u n u u n u x n n II N N II II II II II N N N N N u n x n n n n n n u x u n IL II II N N J3 N N N N Nli.. jJ2 n n n n n n n n u Bu u n u q II N N N II N N 2. (WOOD WALL W N III TO Cm WALL WF rr u rr Ir Ir rr 2x4 WOOD x SYP. NO.2 STUDS II SIMPSON LGUM46-SDS W/ (4) %* x 4' (4)Y.'z TITEN HD ANCHORS AND WALL W/ 0 12" O.C. II 214' 9CREvv6TDBMt �( � N q II I SYP.N0.2 II p ry \- 16 npn u u u STUDS 0 II N II N BM1 II II 1 I(" D.C. II II H NI II =sss� �s=sssipry� 1 _ Ip (I z sssc s sss= s z sse s sss= 1 — - - a - PRE-FABF"TED FLOM �=oaose_===ssdk/=o II II II II II II II II n u n n IL11 R n J9 R u II II II II II II II II II 2 II WOOD II II WALL W/ DBL. 11 rr II STUD UNDER I II EACH JOIST n u II II II II u III n 'I DBL STUD .I u ., „ n r r I r rr n II zX4 WOOD II I II II � II WALL W/ DBL. pROVI DE DRAFTSTOPPING STUD UNDER ALONG THIS TRUSS AS TO II EACH JOIST II LIMIT AREA TO 1000 S.F. II II II PER FBCR 302A2 n rr ri rr .. rr II II II II II II II II II II II II IPA' II II II II II II II n u u n u n n u u rr II it ��� II II II it II II II II II II II II II II II II II u u u n u u n n n u FIRST FLOOR FRAMING PLAN FEB i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744BO78 FAX: 407-7744078 www.a bdasigngroup.eom AA k: 0003325 1 24 j o _ —LLL BVBDM ec LioT ABBOTT PARK LOT #17 BLK #13 PHASE 4B PROJECT 04181.04t-17131 MODS 4EHB "2605-HAYDEN" GARAGE >sWMG: RIGHT PAGIM FIRST FLOOR FRAMING PLAN 160 MPH EXP. C M DA O mT 02/08/22 BCA=: 1/4'=1'— O" =*KE= s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFNJALL/FLOOR DRAWINGS FOR REVIEW SHEATHING L A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON 0 (9) 10d x 1 }'NAILS TO TRUSS (1) SIMPSON HETA16 HTSM20 W/1010d TO 042) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALUFLOOR TRUSS ANCHOR WITH TRUSS AND (4)1/4" x 2 114' NOTE: APT SYP A27'x4", SHEATHING TITEN 2 ANCHORS TO (12) 16d x 1 }' NAILS 70 TRUSS FASTENER SCHEDULE" (9) 100 x 1 }" NAILS 70 S', S' z 4'-0" MAY BE ADDED CON7 POURED LINTEL DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE S' W/ 10d NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSMZO INSTALLED ON PRE-ENG TRUSS NOTE: A PT SYP #2 7' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER (16) 100 x 3 #' NAILS 70 GIRDER AND S', 8" x 4'-0" MAY BE ADDED (21 SIMPSON HETA16 TRUSS ANCHORS W/ 100 NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. F;ONALD F'EAGAN BLVD. CONNECTOR BLOCK WALL W/10 10d TO LONGWOOD, FL 32750 WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 114" PH: 407-774.6078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX 407 7744078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-0) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL WWW •bdm( R rou SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x S' TITEN HD TO CMU AND (12) SIDS 6 8 P �m 2x SECURED W/ (3)16d x 2 }" TO GIRDER AA #' 0003326 GALV. COMMON NAILS. ENGINEERED WOOD 8{t) SIMPSON FGTR GIRDER TIEDOWN WITH ix2 SECURED W/ 10d TRUSSES ® 24" OIC, 1x2 2x WOOD FASCIA (2) }•' x 5" TITEN HD TO CMU AND (18) SIDS i" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 1T O/C FOR REVIEW 2x SECURED W/ (3) 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }' x 57ITEN HD 70 CMU AND (18) SOS �' x 3' IQ SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12. O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U.1810 LBS, L.770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) T COVER S 2' APART B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT2705 LEIS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 6DALE 34"=,-0 .a �b "' GIRDER CONNECTOR(S) SOALE 3 ="° 2a 2b 2c TYPICAL ROOF SCALE GIRDER CONNECTOR(S) sa MAx (W IX4) *, OR Ida MAX lwou) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE ix4 DIAGONAL BTM. CHORD BRACING,SEE L VA7K)N �Xy PLAN FOR LOCATION PER A l S F MAY NOT BE F RFnt IIRFf1 Vc+ C PER NATION ri IRF 1_ 1-- T P PI ATF LSTA12 20 GAUGE W/ 10dx12 HOG COMMON NAILS. EACH END TOTAL OF 10 sm eAclmtam Tt 1 11 BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAG BRACE No (3) 12d EA 2x4 BLOCKING BETWEEN ® TRUSSES WHERE TRUSS (DIAG BRACE TO X$RACING ISPRESENT ATCOVER 5 TRUSSES) 4'-0' O.C. AT SHEATHINGPRE-ENG-JOIST • ( 11wra L 4500 3/4' WOOD PANELS �� (2) 12" WOOD PANELS 80 (2) lfr WOOD PANELS 90 2x LUMBER wl (2) 12d TOENAILS 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD 0'-0"TO 30'-0"(7)'X"BRACE 3D-l" TO 60•-0 (3) "X" BRACE SECURE 2x PT. PLATE 0 DOUBLE TOP PLATE LVL/IJOIST WITH (1)'X" BRACE CENTER TO BLK W/ BOLT W/ BACKER BLOCK FROM BRACE DIVIDED EQUALLY ANCHOR BOLT W/IG I Q 2x4 OR 2X6 WOOD BEARING FROM CENTER TO END. WASHER SET IN HIGH R 1x4 BTM. CHORD BRACING 6-(1" O/C END WALL OR OTHER WALL W/ SYP No 2 STUDS SEE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 6" PMAX LANS FOR SPACING. SINGLE 10'-0" O/C MAXSECURED WI (2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN, EMBED. AT 37' OC BTM. PLATE TO BE PT. PROVIDE BLOCKING COMMON NAILS AT EACH CHORD PROVIDE DBL 70P PLATE 1/7' GYP. WL. BD. IN TVP. P T. PLATE W/ 2d's 8" 8 PRE-ENG GABLE TRUSSSECURE GABLE T STIFFBACK (AS PER O.C. MAX �l p I BTM. CHORD BRACING TRO66ENG) CONT 2x4SECURED W/ B� B HcamX HTT4 W/ S/8" A.B. WITH 0 SCALE. 3l4"=1'-0" 71#CIOFfB SECURE B7. PLATE TO (2)10d's Q EACH TRUSS 4500 3/4• WOOD PANELS SLAB W/10d MASONRY NAIL MIN, 7" EMBEDMENT TO BE INSTALLED 17' O/C STAGGERED. TO SLAB 8 (18) 16d x 10'-0" O.C. MAX. 8000 (2) 12" WOOD PANELS ADDITIONAL METAL 2-12" NAILS TO POST., 80 (2) lrr WOOD PANELS CONNECTORS NOT POST TO SIT DIRECTLY PERPENDICULAR TO I -JOIST 90 2x LUMBER REQUIRED WHEN NO ON SLAB — _ s(YP P T2� " Ururl IS rlxtstrvl. zb•MAX.W zr MAx.W _^ ste suntuu�t run OF SH A HIN 1,pler 1.roIST SPA NG FRONT /-;- BOND BEAM RED. 4• SEE FRAMING PLAN TYP TYP LEDGER 4 • - YEND OF � z 1A., LEDGER y � •• •f a•.4 •f �.. ••g • • • BOARD f m; (2)2X12 SYP P.T. (2) 314" EXP. BOLT LEDGER BOARD TO JOLT OR TITEN BOLTS REAR ,> I -JOIST CONNECTION @ L.B.W. C LVLMOOD POST CONNECTIONS BE USED PERPENDICULAR W/7'WASHER85W' LEDGER CK WALL W/ GABLE END (NO UPLIFT) SCALE: 3/4"=V-9' WITH IJOIST MIN. EMBED (TYP) &%R0_E-ENG'D TRUSSSCALE 3/4"=1'-9 PARALLEL TO I -JOIST (2) 2X8 6 MAX. END SVP. P.T. O SHAH zr.Jp W 2r TW SPAGNG FRONT ;/fit SEE FRAMING PLAN .n,P .n,P LEDGER y END OF i LEDGER NOTCH DEPTH 1/4•D o w r4 f • • BOARD d y HOLE EDGE>5/e" 2X8 SYP P.T. THE USE OF ALTERNATE MATERIALS MAY BE 1/4'7(S' 7APCON f!` b 8 LEDGER BOARD TO W/ 3•• MIN. EMBED REAR aUnDiv. at LOT: ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04181.04E-17131 MODM : 4EHB "2605-HAYDEN" GARAGE BWMWG: RIGHT PAGE DETAILS (I -JOIST) 160 MPH EV. C HOLE DIAMETER BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE 2/5•D SGL. STUD TO I -JOIST T: OUTER 1/3 SPAN ONNLYLY FOLLOWING 1. ENSURE THAT EXP. BOLTS/J$OLTS/TITENS ARE PLACED INTO GROUTED CELLS, S' ALL AROUND BOLT. HOLE EDGE >51S' 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 44T 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A- SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4•• WEDGE-BOLT/J$OLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS7TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J$OL7, 5" MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND �O EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT 70 LATERAL LOADS DUE TO WIND AND REQUIRE C - SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 3/4" WEDGE$OLT/J-BOLT, S' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12•' GALV NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO ' A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE IBOLTSIZE 11104. Flo DISTARMI CENTRALBPACAiO BTM. HOLE DIAMETER D - SIMPSON HHUS7.25110 G < 4140 USE. U < 1610 LBS W/ (8) 3/4'tl WEDGE$OLT/J-BOLT, S' SUBJECT TO F1 AND F2 FORCES. PLATE < 3/5•D DBL STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 A DOUBLE SYP 2x6 1 1/4" 1 8" 24" O/C MAX. B DOUBLNO E SYP 2x12 (2) 3/4" 8" 24" O/C MAX.' E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3f4"° WEDGE$OLT/J-BOLT, 5' MIN. 7 FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" ■ 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLT/(ITEN BOLTS DA7M 02/08/22 W/ 5-1/7' MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=V-0" AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL (I -JOIST) ��ALTERNATE MATERIALS ear C) SCALE' 1 17T=1'-0" SCALE. 3/4"=1'-0' I I SCALE: 3/4"=T47' S3. 1 L SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH SIMPSON H6 Wl (8)ed COMM—­­ EACH END PLATE STRAPS W/ 10d x 1 1/Z HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALLSCALE 8" CMU WALL REINF. PER PLAN PER ELEVATION A. �hj PER ELEVATION (2) 2x4 P.T. Wl MASONRY NAILS a 1T O.0 1X2 FIRE -STOP 08 WOOD SCREWS x Z' LONG ® 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN —'k IJOIST (SEE FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOIST PERPENDICULAR 3 TO BEARING ON EXTERIOR WALL SCALE: 3/4"=1'-0" 8' CMU WALL REINF. PER PLAN PER ELEVATION PER ELEVATION 2x4 P.T. CEILING NAILER W/ MASONRY NAILS 0 17' O.0 1X2 FIRE -STOP #8 WOOD SCREWS x Z' LONG ® 3' O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 101331A —}" X 6' TAPCONS 24• MU(. IJOIST (SEE • FRAMING PLAN) SECTION DETAIL AT I -JOIST PARALLEL 4 TO EXTERIOR WALL SCALE. 3/4"=V- PRE-ENG GABLE TRUSS 214 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O C. (AT STRAP TRUSS TO PL. PRE-ENG PRE{NG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHEATSHOWN FOR CLARITY) HING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. MAX e 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 Pi. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/6' GYPSUM BOARD OR 1/Z' HIGH W/ 1/Z' DIA. ANCHOR BOLT W/ Z' A - SIMPSON MT612 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS Wl (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 100 BELOW FOR PLATE W/ 12d's B. O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONO POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1?' GYP. WL. BD. .0 . AND TOP PLATE ANCHORS Wl tOd x 1 1?' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10Us ® EACH FILL ALL HOLES, DO NOT USE 1P1'k9" WEDGE ANCHOR W/ Z' TRUSS TO BE INSTALLED ® 10-0" O.C. MAX. tOd z 3' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS EPDXY 5.12" EMBED. MIN. 0 16' 1 OCR 10b 1 OCi SCALE'. 3/4"=1'-0" OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRusaroPosTcoNNEcr1DN 0 SCALE: 3/4"=1'-0" •' - A - SIMPSON MTS-12 U < 99 n•. 0 LBS W/ (14) 10d GALV. NAILS. • S • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'tKY'SOS, (1) 5/9- AT.R. TO HDU4 AND (10) 1/4" X 2 1/Z SDS TO POST TRUSS CONNECTION @ L.B.W. OONECT1p, `�� ALJ SCALE: 3I4'=T-0'• A6B - SIMPSON ABU44Z POST BASE <U:1.900 G. 5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10.335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 WI 5/8' A.B. WITH MIN. T' EMBEDMENT TO SLAB 6 (26) 16d x 2-lrZ' NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA M: OD03325 C ate. i a a 0 SLTHaN Ac LOT: ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04181.0413-17131 bw ZT..9 4EHB "2605—HAYDEN" GAPAGE 8WING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C m 02/08/22/4"=f-0".1B PRE-ENGINEERED �1 VALLEY TRUSS CONNECTION .1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.8078 FAX 407-774-4078 www.abdesigngroup.com AA 0: 0003325 mus3 . & LOT. ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT# 04181.04B-17131 MODL'Is 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 12 DATE: 02/08/22 SCALE: 1/4"=1'-0" sign= s3.1c SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAK 407-7744078 wwwabdesigngroup.com L AA M: 0003325 F o u a a a all ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT# 04181.04B-17131 MODEZg 4EHB "2605-HAYDEN" GARAGE 81FMG: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C ' •WLAM A AB�ICNACRAAJ AR NO 93723 DATM- 02/08/22 DATE: scA&z. 1/4"=1'-0" siIEET S4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 www.abdealgngroup.com AA M: 0003328 ss� � aysniv M. ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04181.04t-17131 MODMU 4EHB "2605— HAYDEN" GARAGE 81FMG: RIGHT PAGI SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P&S36, .177" ° x 2 718" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE t)4 pE �pn� REMARK (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 I TO = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. FTOP MID SIZE SPACING 13B1 MASONRY 3000 Bx16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" i i r- —---8F=1=8==B------------ 2.1 I -i I ---------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = ,'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 , W � �1 � a r r O yQ� a Y XMI)XV. aLOT ABBOTT PARK LOT #17 BLK #13 PHASE 4B PROJECT 04181.04t-17131 moDEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C Dw1� 02/08/22 SCALE: 1/4"=1'-0" B*KM= S5 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 81&OB 16.1T IT IT 1TI0B 1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 81&IT N10-IT 8120-1T 1IT 812&iT er32-1T 6161e 1e-ITn IT/1 In1 ITne I Tn M-Zr 8116.2T 81204T er244T 8126 T &W-Zr 3'4' PRECAST 1438 962 3114 4217 5321 6426 7531 3'4' PRECAST 889 1024 3'4' PRECAST 1580 3524 4394 5263 6132 7001 2465 6113 6m 7708 9091 10000 166e 9624 4394 5263 8132 7007 4'4" PRECAST 1055 700 2305 3125 3945 4785 5587 4'-0" PRECAST 514 763 4'-W PRECAST 1363 3000 3815 4570 5325 8079 1961 6113 7102 6524 7627 8751 1363 3D50 3815 45M 5325 W79 4'4' PRECAST 819 533 1770 24W 3033 36M 4300 4'4' PRECAST 398 591 4'4' PRECAST 12D7 2582 3375 4043 4711 5379 16ffi 1 5743 7647 6752 8641 7565 12D7 2707 3375 4043 4711 5379 5 �" PRECAST 931 1247 1999 25W 3123 306 4249 PRECAST 411 411 5 4' PRECAST 1016 1805 2374 29" 3513 4054 1319 448D 7196 7342 5780 am 1016 1016 2276 28M 3399 3901 4064 5'-10' PRECAST 817 1024 1631 2090 2649 30M 3470 5'-10' PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2015 3387 1161 3003 5877 6036 e548 5776 929 2090 2593 3107 3820 4133 B4' PRECAST 892 1139 3227 3031 3707 4383 5D61 PRECAST 410 721 84" PRECAST 835 IM1 1578 19W 2332 2709 1139 3227 4598 7064 Iww am 835 835 IBM 2329 2790 3251 3712 T4' PRECAST 570 938 2498 2205 2896 3191 3865 T4' PRECAST 303 534 T4' PRECAST 716 900 1181 1462 1743 2025 938 34e9 3408 4684 7057 $472 727 1624 2025 2425 2B27 322E 9-4' PRECAST 428 633 1503 2204 2461 2618 2821 W-4- PRECAST 192 384 9'-4' PRECAST 454 596 767 948 1129 131D on 1674 2299 3061 4099 4809 572 1318 1643 1909 2164 2519 10 8" PRECAST 388 487 1247 1767 19% 2163 2028 10'4' PRECAST 151 301 10'4' PRECAST 350 408 612 755 899 1042 550 1407 1807 2781 3222 3784 504 1180 1472 I763 1710 1909 11'�' PRECAST 330 544 1312 1742 2252 2868 3630 11'4' PRECAST 132 417 114' PRECAST 430 405 53D so m 872 644 1312 7742 2252 2808 3662 166 1042 1372 1e43 1470 1770 12-0' PRECAST 308 507 1210 ism2D48 25M 3191 12-0' PRECAST 111 370 12-0" PRECAST 383 366 476 587 e99 793 607 1210 1598 20/6 288e 3171 440 940 1300 1580 1314 1478 13' 4' PRECAST 270 433 1046 1386 1732 2157 2535 13'-4' PRECAST 82 298 13 �' PRECAST 306 3D3 393 484 575 645 414 1045 1365 1732 2316 2805 398 790 1057 1312 1071 1203 14'-0' PRECAST 254 388 978 I272 ion1986 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 300 443 526 609 300 978 1272 Iwo lowy389 378 717 961 1192 975 1133 14'4' PRESTRESSED N.R. NR NR NR NR NR NR 14'4' PRESTRESSED N.R. 283 14'4" PRESTRESSED 239 422 BOB on746 865 456 1079 1429 1824 2Z77 2712 246 ON98D 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 15,4" PRESTRESSED N.R. 252 1T-4" PRESTRESSED 224 387 464 5'74 ON 793 412 1014 1340 1703 2118 2513 230 816 906 1134 1353 1572 1T-4' PRESTRESSED N.R. NR NR NR NR NR NR 1T4' PRESTRESSED N.R. 183 1T�' PRESTRESSED 1e7 326 385 451 567 680 300 856 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 Zee 348 430 513 595 235 730 959 1200 1467 1718 18e 429 623 803 950 1098 21'-4' PRESTRESSED N.R. NR NR 21'-4' PRESTRESSED N.R. 125 21'4' PRESTRESSED 142 set 454 to 160 598 833 83 1038 03 1188 48 7488 142 373 373 637 537 890 67e 943 943 22'-0' PRESTRESSED N.R. NR NR 0. PRESTRESSED N.R. 118 22'-0' PRESTRESSED 137 359 428 497 166 16 660 66 78 794 992 1203 1361 38 137 358 368 513 513 859 779 800 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 380 418 129 460 864 824 IOU1u7 124 1 319 1 455 56I eel 793 -ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BD. LONGWOOD,FL32750 PH: 407-774-60788mFX W 7 wwwAbdoeigngroupAA N: 0003325 o ounDiv. at IAT ABB0 PARK LOT #17 BLK #13 PHASE #4B PROJECT/ 04181.04B-17131 MODZIe 4EHB "2605-HAYDEN" GARAOR Ilf/IN41: RIGHT PADS: SAFE LOAD TABLES 160 MPH EXP. C DA O 02/08/22 81CP.=: 1/4"=1'-0" 8*1z T S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (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/ 1Dd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER C 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'-V', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN. ) 2. COORDINATE ANY TRAYICOFFERED 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. AVOIO PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6'FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT W0.1 4X6 (3 X'X5 Y,") SYP. HTT4 W/5/e" DIA x 6' 5531A PT., WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = V-0" Q N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdmlgngroup.com AA Y: 0003326 R Y � pie KK � � a 6 0 aUHDIV. & LOT: ABBOTT PARK LOT #17 BLK #13 PHASE #4B PIiOJ=T 04181.04t-17131 MODEL: 4EHB "2605-HAYDEN" GA RAZZ awMCF: RIGHT PAGIL- ROOF FRAMING PLAN AND NOTES 160 MPH EXP C Dw02/08/22 aCA=.- 1/4"=1'-0" altz= S6 ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68,00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86SO) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76,60 PSF (86.60) "A"= 4.-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY. "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT. H- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 40f20 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STR. SHANK ASTM 10d RING SHANK, 21/2" 0,131 Fl66 SCREW SHANK 170,000 RING 16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8' 0.113 SCREW SHANK ER INCH) RSRSRSRS-01 8d RING SHANK, PNEUMATIC 2 3/8' 0.113 F1667 SCREW -NAILS RSRS-01 HAFIEN UK TNUSS ROOF SHEATHING EXTERIOR SHEATHING Z USE 1/7' CDX OR 7118' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT C 77�K 9 Q O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT D INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH x ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1 10d NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 1Od NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NNT1F_- ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 M f17nG swwccXlN w.i�sg roc TOP a aorta" Eu,Es a 0 3� O Y 8 TYP. EXT. SHEATHING ATTACHMENI go 8 e o NOTE: GABLES -DROP GABLE END 8 (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE I. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ . #8 2- DECK SCREWS 0 6"A" O.C. MAX 0 EDGES 8 17 O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFIRM TO ASTM C331C37A. MAXI" AGGREGATE SIZE SNAIL BE 3M, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2D20, 71n EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CIAAIFHNED Y4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC, SHALL BE SOUTHERN PINE N0.20R BETTER.Fb=1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402A302-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 84Al CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE CIDER ALL SUBSONGROI#D WHERE INDICATED ON B RRIfSNETAPE. ELASTICITY = 1 ADO,DOO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS DRAWN SEMIS UPPED 61NCHETHYLS AND SEALEDVAPOR PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0 42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71N 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH Z. STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02, IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1D64/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLABON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. T THE HA I A DO NO SCALE DRAWINGS E AND S LL VER FY LL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A81SM15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM Ae15 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE AA, , AND SHALL BE MOT -GIPPED GALVANIZED. DESIGN LOADS`: W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-W000 TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION' ROOF. LIVE LOAD FLOOR. UVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 v BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pM TOP CHORD -•on<a,w—t REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS. 04 BAR - 25" 06 BAR - 36' WOOD TRl13SE3. 10 psf BTM CHORD fianco,lw M R5 BAR - 301 #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 90 TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 pef WALL' TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PUNS ARE TO BE USED AS A GUIDE FOR BEARING EXPOSURE C, RISK CATEGORY II) (ASCE 020) S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FOC ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS' 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50ps1, ROOMS OTHER THAN SLEEPING ROOM. 40psf, SLEEPING ROOMS'. SOW, STAIRS: PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 4D2, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL 3UPERCEDE THOSE TELL ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL BLOCK WALLS SHALL BE TWOCHOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR ITCOLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C4476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 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/e" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SWILL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDOR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 % BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE LAX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5PV-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C91M OR MEASURING. MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL DE TIMESTAAPED WHEN CONCRETE IS BATCHED. THE MA%AIUAITIME ALLOWED FROM MIEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER TWIN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT 3lULL BE THE RESPONSIBLITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SNAIL BE AS FOLLOWS'. A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAOR WEATHER 1-1,2PFOR MI6 AD SMALLER 2PFOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER YI' FOR SLABS, WALLS AND JOISTS 1.112PFOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, By THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A38M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A50OIA5WM' GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE 8, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE.FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER aPPuuTxX+ sizE REMNMS ♦PPua,T)oN s� TrPE REwraKs t CASE,MROEIEDO}t R",?�ONG e,� GNUGE OJOR eUPc TO— ,E-CN llW TNCM MN:CNRY �E� „?EMBED �-ErOOST, ?E-OBT 500. AL ExT OOO , PT stE MOTE1 'w1N4]OW CwSE,wrdETLL�WiL ,t?TONG 9Ta^F,Efl rtD YANIp]MNDOgb FISTET� MO GAP/i3EDWRBEGa �'� WtR ExPNIBCN BO-T al>?oAl i�'PC(�?WJ N�EO �ENG i SETX:E OST S. BDD( CASE rMROEiED COM1 vnnoGMNo�ow F�sTEreD Mer.t sTRnv TO CONTACT THIS ENGINEER FOR SPACING vPT aEEwres ",?LONG aT °o - wtoM.BON«.xxxc M soN , oc REQUIREMENTS ND 000R m a,ew TnPcorr �iI ,? EMem. a Ew .9F£NOTEI NG WAAER E,VTNER ��� PST. EDGE OST PN0I t?PTTO Dar 01'PERIIT sTYUED 4'FH1DpSTS,T 1TALES 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 MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. is MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003325 LiLi n F9 Q 9 C aUNDIV. A LNOT: ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04181.04t-17131 MODELS 4EHB "2605—HAYDEN" GARAGE OWMG: RIGHT PALM DETAILS 160 MPH Ep, C Ia ATA 02/08/22 CALX: 1/4"=1'-0" i'IEET sN1 n KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS DESIGN PRESSl1RE (PSF) RATM AT 1(" SPAN (NOTE 2) ven\Dler eMeE E\IAWl10w IEe,00 I\YrrDEq elEe\411\L\14E /'�Iee iE]i Ip M1a AIIM I\prrAleY rtJ rI[I FR e6rn Yo nr]e • ee b, Oo flml I•\CM / hOw6 w)/-IY] W. W hee4E /haven wl/s W. "T w Lm wnm 2orrr •err.n / haw.n w,/w, . n ,r ,[4]a . re. -awe eo i"\O' / •-o""w wl/-E .n .n ,r1O 0 Y EO r!�'i, /tl) e� OEii vr� n ®.Y�f �Li1t0 m1s v ne rlee rr.as LaL ,a mw4a n 1 ie® .,a�L[ iwws 1�a i�iElrtO F a�1 rx ,.'�..o opn.L�,a .o"�wv� u"�c' ,r. ,s Ir. --1 . woia .sau,me w. 4, v"*.00.D'L•caN TABLE OF CONTENT c �Cuo Mr ul]�1A of �• men eeDt re49\riD[ ee4 v,e [Dmn[ �',ID ire�L nne�D� t"�lnor �t u L Ow.aE, sIo "o eo 6 �waa Ms Nr mDrnr,cma.rww ] rerRNln alDrL DNIIa[1e1 m04nr, • ...,.o, e].A Dw..e mE.nu, relAlgpr D[Lna • Awra, L ERn ruv4a wr•a / a VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS l OESIBN NIESSIHIE 1KF) AT VARIOUS SW E SPAN IENOW 1.1 INle4lµiwnDrugY tctLl,afO„N ]N Wira>N,Dr DLnCI ]IrOi[ M'IeN\4]OIi7ND.\0f01E]Orer LOIInwcTrw.rgnrolrtr,Lcasqur,r.]lD,a aar wLac.swwM L6r f•]nN[w,E]�/N,INTa•w Y•NlYla•"[WMr•e1D a a\C"Dal '�Y) �:Nl .> Ni,rr m, n+,usi..n,NwuD ] .n. > ],N ..1w •\< Ta) � aaD S. M4rNN,v,r•at\ab M 4a<"Da[ fa4 Sll •\C Sam �'04 a r•>Nrb�wi� l.. inr, mrrr rDDr oe,N,cr sI.,AN uw ac Dar u] N!!1 a\C D\[ TL •12 �. ]eeaMLVEOKNrLapVJL WNLfeWe', w4oen Nat Wr[C 10 -. r 1.- _.. fIVaC:CMWn r\CA,lNLII •LIP ][a,('.rb�•1 AA:rl ewlE xCN iD _. -A'. CrK9IJ o�r.AfiMtr Wl a •( _1 fAi1LMA1\IWM PiDMMNIrEMerNUlq"DETKSDO"DI IA41M0 •rcoD.,,wlia+rca n•u raEa R4rJD[ea a,wi E AORD rD frc AryeD•.arca•uNDr,e Eri•nevA,c,rwr.•erwl,ewr, 1T I�IL4FWaVe11/N0.�]B11pIDIM1 )ALL IA\rtN.•VlCAI,ADr011 REa,frANiCnirlGB OAE ]MDL O� rre4 Mir MrrYrY, cwAaraN N-11Aun,•rr wrtNNa cae•,a! wiN nL xanun waAws. 4,M.1. I DrtANSAn\ul rre.r N•e++ per e 4\:v Dal E) YI uA•c Tss. Y un FASTENER SCHEDULE � 4ac"Da! Tu) s M aD•!~ 414 �40] •• ,sir � M�Tmm44sm .uuo a eRue nl r.n., new. 4D"„ r,D RU 1 .165 Oils 0. 6 U99� 0.0 s� 1/2" J—CHANNEL/TRIM 15 VINYL (No. 1100)1 A 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TR/A SCHEDULE VMITL SOFFIT JLHANEL FASCIA seRes 12• TRIPLE 4 SOLID NO. D623 SOLID Wr(T 12- TRIPLE 4 FULL-O-VENT 1/2• J-CHANNEL 4• FASCIA NO. 0622 VENTED SOFFIT V"m NO, 1100 ALUMINUM NO. 2700 12' TRPLE 4 ILL R-O-VENT E. ND. Dr» VFNrEO SOFFIT RVrM Y•e.•l' un- M.. _ SLL OF MATERLALS i - a roeiAc n rm , «o rl,�o Jynep _ a OIUwr n een ) • ran - .¢ olr.o n ten a Tort w w rm , ] D.ar Lrinol . ,-,/r r-nVL rn ca,oe[ w em 1 N b [)/Nf IPA, irlOrA (rr1[ 1• eE Ipp" flm vm eA , em ,o . r mI..A roaD rums - ¢ . a.2 a r4Le . r Aeew ADm Yl,e, - b " as ,e• Y A,L Pm FASCIA WOOD BOARD BY OTHERS ® TRIM NAIL INSTALLED THROUGH QSTAPLES INSTALLED FASCIA 0 IS' O.C. MAX THRU SOFFIT AND JCHANNEL AT NAIL O STAPLES INSTALLED OFFIT 1O HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED 0 IT,O..C. MAX (INTO ® FASCIA �, CHANNEL Q 0OD) IN JCHANNEL MAX. DETAIL A 2)(2WOOD BATTEN FASCIA TAPLES INSTALLED O THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS F8X3' WOOD SCREW OR Q APPING SCREW, BATTEN ATTACHMENT O STAPLES INSTALLED 0 FASTENER SPACED 2P 12' O.C. MAX (INTO O.C. WOOD) IN JCHANNEL SLOT OR T-N 012' OFFIT O C. MAX.'NTO 1 O CONCRETEIMASONRV) HANNELQ wont } MAX. DETAIL DO STAPLES INSTALLED J-CHANNEL SOFFITTHRU JCHANNELAT �L FASCIA HEM AND IN VALLEYS lJ }• a DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSAIOIST/RAFTER LOCATION NOT TO EXCEED 24. O.C. INTO FRAMING /�TRUSS/JOI / BY OTHER :HANNEL Q .. DETAIL B J-CHANNEL FASCIA © BATTEN STRIP ANCHOR 1 70d NAIL AT EACH \ TRUSSUOIST/ RAFTER LOCATION NOT TO EXCEED 2C O.C. INTO O STAPLES INSTALLED THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN BATTEN O SOFFIT rMINSTALLATION OSCREW, Q JCHANNEL-ATTEN ATTCHMEN'ASTENERAXOC.TAPLESINSTALLEDG DETAIL C TO.C. MAX (INTO 8 OD)INJCHANNEL J-CHANNEL S SLOT OR TNAIL 0 12' O C. MAX. (INTO CONCRETE/MASONRY) l CONCRETE/CMU OR / WOOD (NOTE 1) BY OTHER 21/4- EMB. NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24- a MAX O.0 TAPLES IN0 12 O.C. MAX (INTO WOOD) IN JCHANNEL eO — SLOT OR TNA1L a 12' .C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE i MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRV. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' )e7SPANL�AEWIDTH0VERHANG) CONCRETE; CMU OR WOOD (NOTEA) SEE DETAIL'A'J yOSEE DETAIL'E'"f �� SEE DETAIL'D'� SEE DETAIL 'E' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL 0 WALL, FASCIA Q FASCIA END J-CHANNEL 0 WALL AND FASCIA END e N L ]r a 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 erA\ - 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 / m ]e1— J� V V RAL 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR MOD (NOTE: 1) 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 WINK bdealgngrouP.com AA M: 000Zu m F IIIRT BDrv. ec LOT ABBOTT PARK LOT #17 BLK #13 PHASE 4B PR10dSCT# 04181.04B-17131 "ODZIA 4EHB 112605—HAYDEN" GARAGE 8WING: RIGHT PAGR« SOFFIT DETAILS 160 MPH EXP. C Dancr 'I A02/08/22 SQALR: 1/4"=1'-0" sr�>aT sD1 of GENERAL REQUIREMENTS: • HARDIESOFFITS 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 .IH TFCHKllrAI gllPPnRT 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 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS'. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS". 'MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. 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." FIGURE 1 FIGURE 2 MEMBER MODERATE CONTACT --III IAI H-JOINTE LtAVt AF'F'KUF'KIA I t GAP AND CAULK bAIItN MEMBER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT I A rellh all GREATER THAN 12" WIDE SOFFIT 1" FROM END OF SOFFIT 3/8" FROM END OF SOFFIT PFASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT . N. RONALD REAGAN BLVD. 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