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HomeMy WebLinkAbout7464 Sail Clover Lna 99 2605 99 -HAYDEN HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nAM BCRMIG `fig, %fig H1. 7M I M) -ALL LOCAL. ST SE CODES :OCCUPANCY -OCCUPANCY - RESIDENTIAL, GROUP R3 TYPE - VB -MIN. INTERIOR FINISH - CLASS B 'BASIC RIND SPEED - Vu11=180 MPH VBSd=124 MPH -EXPOSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AIC ABOVE. LUM LAVATORY ABC AIRCONDITIONINGITIONING MC MEDLUMICINE ALTJ. . ALTERNATE M a. MEDICINE CABINET AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MI MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. ONCENTNOT TO CALE CON CLEAR O.C. PROPS TER CPT CARPET PL PROPERTY LINE CPT CARPET P.B PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PIT. PLATE DBL. DOUBLE PL.YWD PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA, DIAMETER P.T. PRESSURE TREATED D[M. DIMENSION R. RISER DISP. DISPOSAL RAD RADIUS DP. DEEP RA.O. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S DOWNSPOUT RM, ROOM DTL. DETAIL R.O. ROUGH OPENING DW. DISHWASHER SC' SOLID CORE EXTDR EA. EACH SD SMOKE DETECTOR ELF.V. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G FX. FIXED GLASS SIM SIMILAR F.G. FUEL GAS 3L. SLIDING FM. FINISH SL. GL SLIDING GLASS FLR FLOOR STD. STANDARD FLUOR FLUORESCENT SwS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG FOOTING TEMP. TEMPERED GLASS GA, GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL. T.O.C. TOPOFCURB O.F.I. GROUND -FAULT CIRCUIT TO.P. TOP OF PLATE INTERRUPTER TOP OFSLAB GL. GLASS TT.O.S..O. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HHC, HOLLOW DR. HEADER CORE W. WAASHERPROOF HGUL. HT HEIGHT wi WOO MSUL. INSULATION WD. WOOD MT. INTERIOR wDW. WINDOW WATER HEATER W1. WROUGHT IRON DATE DESCROMON �,n 2-STORY ChAI CONVERSION ARCHITECTURAL SHEET DESCRIPTION 01/15/B BID SET ISSUED PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG A4H-LEFT & RIGHT ELEVATIONS "H" PG El -FIRST FLOOR ELE r� ��te L� SHALL COMPLY WITH PG E2-SECOND FLOOR ELE H PREVA PG PI -PLUMBING PLAN DES FLORIDA BUILDING C PG MI -FIRST FLOOR MECHPNDI ODE, PG M2-SECOND FLOOR ME LECTRIC PG DI -DETAILS HE CITY OF ZEPHYRH PG D2-DETAILS ILLS ORDINANCES PG -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 WA8-WALL ASSEMBLY DETAILS CAMS ADDED ELEV.'J' 4 K' WITH SIDING PER MARK SOWS 02,20AB BID SET RE -ISSUED OMIT/18 FOOTING REVISIONS PER M. BOWES 08/15/IB I -JOISTS INCORPORATED INTO MASTER PLAN 06R6118 CONSTRUCTION DOCUMENTS RE -ISSUED 09MIlS ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 0146113 DETAIL- 'ADDMG SAR TO BOND BEAM' ADDED TO 812A 02R8/IS PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. AB OUCHACRA AR O. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SUT. CALL. S 03,25M REVISED LINTEL SIZE AT FRONT ENTRY DOOR Oarz6/r� �pATED LEDGER BOLT SIZE /SPACINGCODE, ISTFLRLIVNG 1104 SaFT. 2ND FLR LIVING I5®I SCI. FT. TOTAL LIVING 2803 ea. FT. GARAGE 43II So. FT. PORcii ELEYS 'H' 111 gQ_ �_ TOTAL ELEV'S N' 3133 Sa. FT. SWO PATIO 80 SG. FT. 06A%" REVISED[ -JOIST LAYOUT 06121/I5 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MAR, BOIIIES 0V23/B ADDED STOW OPTION TO ELEVATIONS'G','H','J' ! K' 0"/13 LEDGER BOLT SPACING REVISED 10R5/l9 ADDED OPT 8'-0' CIfILrtJCs HEIGHTS 01/01/20 REPLACE USP CO"CTORS WITH WIPSON COWECTORS 03/Ow20 REVISED DETAIL ON SHEET 02 OPT. 8'-0' MG. W.T. 05/11/20 REVSED STAII-ADE AND STAIR SECTION DETAIL OV01121 2020 F'BC UPDATE 03/03RI ADDEDBafIrDETAu.6 STRUCTURAL SHEET # DESCRIPTION 03/00/21 ADD FLAT HEADER • T-W AFF. (&-0' CLG ONLY) PG Sl-FOUNDATION PLAN PG S1.2-FIRS AILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG 52-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG 52.2A-SAFE LOAD TABLES I/11J/T "VIEDU�7 PG S3-FIRST FLOOR FRAMING P V Y f� 11 a PG S3.IA-DETAILS CITY OF Z ,t��'pp-���h PG 53.1H-DETAILS {l){"1R PG y /�` PG S3.LC-DETAILS PLAN EXAMFNER PG S4-SECOND FLOOR DECK PLAN PG 54.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN PG SNI-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO HUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 08/wal ADDED 20 FOOTER OPTION d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-407S www.a bdeslgngrou p.com AA M: 0003325 , F ti m 0. d o o summ Ac LOT: ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT# 04181.04C-09141 DEL 4EHB "2605-HAYDEN" GARAGE 8WWO: LEFT PAGE: COVER SHEET 160 MPH EXP. C Im ATE: 02/07CALM: 1/4"=1'-O" IH[EET 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 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS INTHE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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 ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM u " PVC (SCHEDULE 40), INSULATED WITH 6' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a &ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63.19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 ' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERK R SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) •1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7T46078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 p y BVBDIV. ea LOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C lipaojmcT# 04181.04C-09141 MOD= 4EHB "2605-HAYDEN" GARAGE BWDtG: LEFT PAO& GENERAL NOTES 160 MPH EXP. C DRATIM 02/07/22 BCALE: 1/4"=1'-0" BiiEET GN oa m -4 5'-4'-4' 10'-0'-4 IV-4' FIRST FLOOR PLAN SCALE: 1/4' • 1'-0' NOTE, •2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE56 THAN 1 3/8• (35 MM) IN THICICNE58, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN VV(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS 1 THAN 9i'115.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.) 302.1 PATIO c0 p 13052-SH SS CONp OVERHANG; (2) 3052-SN �� I 6068 8fap. I I 2l'-4i 12'-4' � - B®000�A2 � � LIVIlVG 0 I I I 1 RO�OMG ROOM 80CLG I � (2) 2068 FLAT NOR �'-b' AFF. • I I A I I I I I � POST •p � O � TUB/ e' o U.Cc YIC I Ie01 GIY I I I� ?�. IC11'CIIBN � e'-®' CLG. '9 I I i l U I � 868 - iA 9 5'-4' 3'-10' 2'-10 � 8'-0' - H8. x 5'-8' 3'-4' WH. 2868 SG STAIR DATA 20 MM. 15 RISER r 1.62' ;REF - C01/'01@tT AND CUD01p M0 LOADS eAsc ww o�Da11� Fnn a e�carn Gusre OP31i� 8O4NE 701E 1101PHtlfDM� ReIAAR(B AIDITPE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING � 5 36/-41 DR MIN. CRITERIA S.G.O. MIN' 41 5 34/-43 CRITERIA 16010 O.Hp. 112 5 31.0/-34b 12'xi2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH 160 (Volt) INTERNAL PRESSURE COEFFICENT = t O.iB BLDG. CAT.=fI, 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. CONTROL DATE OilDY21 SQ.FT. CALC. S ISt FLR LIVING 1104 SCL. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 SG2 FT. FOp:H ELEYS'H' Iil 9Q. FT. TOTAL ELEYS 'N' 3153 SQ. FT. 8x10 PATIO 80 8Q. FT. MASONRY/FRAME WALL LEGEND 8'-0' BLOCK UN.O ON PLANS BRb. H;sT. VARIES 8' BLOCK WALL uN.o ON PLANS n'-4• BRG. INTE® BRG. WALL U.N.O. ON PLANS 4' IO LOAD BI�:3. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE b'-8' -ALL EXTERIOR DOORS TO BE b'-8' UNLESS NOTED OTHERWISE li N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774$078 FAX 407-7744078 www.a bdealgng up.com AA #: 0003325 c R w S C c avear<v as LOT: ABBOTT PARK LOT #9 BLK #14 PHASE 4C PlliO.TECT# 04181.04C-09141 1(ODE1t 4EHB "2605-HAYDEN" cwiswoE awsxca: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C k DBL. TOP PLATE 9 M BAR DETAIL A SCALE: F.C. LAUN. 5'-0' 5RG. WIT, 4. HALF I W/ OF 3/4' PLYWOOD LAYERS OF 3/4' 81MMATERIAL RIPS FOR NAILMG 9/GLuOG. 6M FLOOR W <0)ERS STR / LSCHMOUM a ! / '--PRE-ENG'D FLOORING SYSTEM (SEE FLOOR \ FRAN1114G SHEET) \ S A RB RISERS TO CONFORM TO FECK TTH EDITION f20701 \ MIN. TFEAD•10' MAX RISER•T 3/4• 3AW MAX. VARIATION IN STAIR DATA: \ RIOERB/TREADS ADJACENT TO EACH SR • 152' \ OTHER 3/8• MAX VARIATION IN ANY 14 TREADS • \ RISER/TREAD HANDRAIL CIRCULAR 10'. V NOSING G8S o0SECTION DIA. TO BE 1 V4' •-V4' OR PROVIDE EQUIVALENT S T 0 R GRAOPAINLITY WINDERS- MIN 6' WIDE . NARROW END MIN. II' WIDTH • 12' FROM NARROW END 34' MIN. HANDRAIL W.T. 3-2.12 aYP STRINGER NOTL REINFORCED WAIX4 6" •ENCLOSED ACCE861BLE SPACE INDER W/CONT. BEAD OF STAIRS SHALL HAVE WALLS, UNDER am -FLOOR 'a'DFEAVE STAIR SUFIFACE AND ANY $OMITS PL-400 OR SIMILARE - I•ROTECTED ON TIe ENCLOSED SIDE EA HORIICNTAL R N WITH V2' GYPSUM BOARDS. PECK 3MA 11 X 2 X 12 STRIW.Eft • EA 2 X 0 STRINGER eealRE wn2a r-a' oa. STAIR SECTION B SCALE: i/2' • 1'-0' 3/4' KICK PLATE I' MAX. 0' N081NG MIN. 9 TO 8,'RINGI9t AHU WS • EA REArrONDD WI THE CLEAR SPACE BETWEEN SHEATHING 1 1/2" THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' \ HANDRAIL • 36' AS PER FBCR R311.1.82 \ W/ 2X4 RE-INFORCING \ NOTE; \ HANDRAIL ENDS SHALL BE ( CAP L RETUNED TO THE WALL OR TERMINATE INTO A NEWEL �\ TE �o 2X4 ATTACHCD W/IOd— MASONR'Y NAILS • 2X4 P.T. BLEEPER INTO BLAB WITHIN 8' OF EACH END, 32' OC. MAX NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I}'t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN fo 1/4' AND A LAIWzEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES o SHALL HAVE A MINIMUM RADIUS OF 1/8'. g 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 HANDRAIL SECTION O f- HDR. DTL. D scALEI/2 I'-0' NOTE: HEADER FINISH TO E5E PER COMI'ANITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003325 F q u m C ® c v N W 0 II RsvHDiv el: LAT: ABBOTTPARK LOT #9 BLK #14 PHASE #4C PROJECT# 04181.04C-09141 MODEL: 4EHB "2605—HAYDEN" GARAGE DWING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C PRINT 02/07/22 DATE: SCALE: 1/4"=1'-0" SHEET A.1 A. SECOND FLOOR PLAN SCALE:: 1/4 • V-®' 1441 N. RONALD REAGAN BLVD. L ONGWOOD, FL 32760 PH: 407.774.6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 F Ci c a aXMDty & LoT. ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT 04181.041-09141 MODEL: 4EHB "2605—HAYDEN" GARAGE BVF MG: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C DAWM. 02/07/22 SCALE: 1/4"=1'-0" altz= A2 25'-4' BLDG. HGLL _---------_---'-- Il'-4' 2ND FLR., 4' RAISED BANG, 6' RAISED BAND 2ND - S'-0' Gam- - - - OPT. COACH LIGHT s 0'-0' FIN. IT-4' 2ND FLR. ERG. HGT. V-4 3/4' 2ND FLR. �, FIN. FLR/BRG, HGT. 8'-0' CLG. HGT.o 0'-O' FIN. FLR. , _ _ 4 ----------------- FRONT ELEVATION SCALE: 1/4 - 1'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH /—FYPON 16'X4S' / DECORATIVE SHUTTER OR EQUIVALENT _ -4' 2ND FLR. �OBRGli'. HGT. I I BKTIIXPI OR I I EQUIVALENT I I I I I I 6' RAISED I I BAND (TYPJ s I I 4B TYP 4' RAISED I BAND (TYP.) S' RAISED BAND (TYP.) ,�0'-0' FIN. FLR. - `Y a,—_ B� 2FLR. Q RG. HGNT. I I I I I I I I I J'-4 3/4' 2ND FLR. rFLRJBRG. HGT. Ir-- CLG. HGT. I 4B I I TYP. L—_ ,L0'0' FIN. FLR AREA OF ATTIC 158S SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1585 MOD = S.28 VENTI LATION AREA X SO, I NCHES PER FT.(1441 = 7(i08 SO IN. MIN. REQUI RED VENTILATION .SX 760.8 IN UPPER PORTION OF ATTIC - 380.4 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO M. PER VENT 380.4 /115 TOTAL# OF VENTS REQUIRED 3.30783 TOTAL# OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL. NO OVERHANGS INCLUDED_ 1/2' THICK. 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA kX4RY-------\ 4'x4' 44LV.'L'-TYPE FLA514#Y3 SET IN ROOFING C 'MT FIBERGLASS 814M&LES WANDERLAYMENT AS PER FBCR 905.1.1 ROOF 61,EA114NG TWOC4E96 AS PER SHEET ONE SECURED PER FASTENER SCHEDULE SIM-SON LSU-26- OR ROOF SLOPE PCR� ELEVATION MM. 1/16' OSB SHEATHING GUSSET TO BE SECURED TO 2X6 MEMBERS UV Bd NAILS 3. O.C. • PERIMETER — SIMPSON LUS-26 nY (4) 10d'e TO LEDGER AND (2)10d'4 TO 2z6 JOIST '-4' OL. 4 WITHIN 6' OF EACH END MAX SET IN SMPSOI HIGH STR 94 TH EXPDXY 32' OL, 4 WITHIN 6' OF EACH END MAX SET IN SSIPSON FIIGFI STIR843TH EXPDXY 6' MIN EMBED. CHANNEL FOR SOFFIT OVERHANG DETAIL A SCALE: 1/2 - 1'-0' ENGINEERED WOOD TRIMSES • 24' O.G. SUBMIT SHOP ORA~ SEALED BY PROFESSIONAL ENGINEER POTS REVIEW R AND COI'F'ENITS PLYWOOD SHEATHMG SEE STRUCTURAL 2ND FLR BIKi HOT, (FER ELEVJ ROOFING AND FLASHING W/ DRIPS `— S S.1No ANCHops EDGE PER MNFR WARRANTEE an REQUIREMENTS UARAP FASCIA WITH BREAK METAL MA60PW MOFD UAM LI® aTRIIGTURAL 1.2, 2X6 WOOD FASCIA SEE STRUCTURAL POTS FASTENERS VENTED SOFFIT PER ATTIC CALC'S ITS' TH CK. 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATfONS 2ND FLR. WINDOW PER PLAN RAKE SOFFIT DETAIL B ABA 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX- 407-7744078 www.abdesigngroup.com AA M: 0003325 `ZSq m 0 i W sUDDry as L(OT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT# 04181.04C-09141 MODELA 4EHB "2605—HAYDEN" GARAGE aMiNG: LEFT PAGE: FRONT & REAR ELEVATION "H" 160 MPH ER. C I DATL: 02/07/22 BCALE: 1/4"=1'-0" 82DEET A3H 5 1'I' 2 OFF R�NT B TYP IT-4' 2ND FLRh ,�IT-4' 2ND FLR --_--_ ERG. HGT. I'_0• -_-_- BRG. HGT. I 4B A V-4 3/4' 2ND FLR FIN. FLR ------fig II I I ----------------------------------4----FLR 12 9'-4 3,4' 2ND FLR. W-0' CLG. HGT.It`---------------------------------- I 8'-0' BRG. HGT. - -----: ®® ENTRY I I I I 0'-0' FIN. FLR, - - - - II I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - _,o0'-0' FIN. FLR. � - p - LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH FRAME DOUN FOR FYPON 12 OFF RIDGE VENT BKTIIXIT OR 5� EQUIVALENT B TYP. I7-4' 2ND FLR. I1'-4' 2ND FLR. ERG. HGT�---- --------- ERG. HGT. I�4 9'-4 3/4' 21D FLR. 9'-4 3/4' 2ND FLR. FIN. FLRIBRHGT. ----- -- ------------------------------- -12---------- FIN. FLRIBRG. HGT. 8'-0' BRG. HGT. �, - — 9 CLG. HGt. � ENTRY — - — - — - - — - — - — - — - — - — - — - — - -- - — - — - — - - — - — - — - oO'-0' 0-0' FIN. FLR. , - — - - - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - o O'-0' FIN. PI-R. RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: OD03325 i rA C R a a 1. A _ ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT# 04181.04C-09141 moDEL: 4EHB "2605- HAYDEN" GARAGE SIWWG: LEFT PAGE: RIGHT & LEFT ELEVATION "H" 160 MPH EXP. C 1 v ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - {--) 12SV CUTLET 20 AMP MNGNP POLE IIOV OUTLET I10V OUTLET IA CF OUTLET WIRED TO NWTCH GPI 110V CUTLET NTMU'T utOI4D PALL ER ttAl'PER RESST.5(6TA wT TTPE) 22VV OUTLET (4) WIRII CONNECTION c�ROer Em GPI Ounsr MTE�ROP SWITCH SWITCH 3-WAY OPER �•/ SWITCH 4-WAY O'ER ✓� WALL MOUNTED I- LwHT CEILING LIGHT © LED CLG LIGHT LIP VAPOR © VP FROM Lwa O VP VAPOR PROOP LIOMT ORECESSED CAN eVENT. PAN I CPM MR ea PT. VFIT. PAN WWLIOHr I CR'1 F92 ea FT. V L N)TIIRE fSPEC'0 TBD DT 2.01. WRAP ® ARPAI (REL ) )°' 2-Ire R WRAP (euT AROUND }� 2' PLU.M.CmT 4' FLUOReSOEIT 4' tRAac Ltmrt 0 PANEL METER OSD. SMOIx DETECTOR WLae �� WALL MO NTRD IhlTr- n4rJc-Ir lJ SMOKE DETECTOR WLlieeD.uteG CAROM MONOXIM�R•COSECTED BATT. SACW-UP W ® 8/CO M'om DErEcrole COI'm0 SHALL 01E A DISTANCE OF NOT LEGS THFN 4- FROM WALL PENDANT LOW LIB NATURAL GA! OUTLEr ► 191.1111111 JACK WATT NECT Il�LF E!I VAlIE WAYS DOLL DISCONNECT • ,AYAM AIR CONOITION WE AHU ON DISCONNECT F❑iv TELEVIMON JAG% CELM MOx PMW OJ-Dox TO Me SUPPORTED N ACCORDANCE UV Box MART= AS MUCH FOR CELING BOX REOUI R MP CELLPW ►AUIO LHT ACCTOORD&IANCE W)ORTED OXN B MARLED 40 BUCH FOR INSPECTION nano 24• INCANDESCENT LIGHT STOP �Q 36' NCAIDESCENT LIGHT $IMF nnnnnnnn 4W 140ADBSMT LIGHT STRIP ROOD LkWT �, GMT. eI11OUS rr KEYPAD HE P)a weH Eurtal FOR cHPee um FORT • LOCATION OF TV JACKS A PHONE OUTLETS N FANS TO me VERIFIED • HOMEOWNER FIRE -CONSTRUCTION MEIN& • ALL IS N 20 AMP PIS.ANCH CIRCUITS TO USE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF B= TTH EDrt1aN f1020) NEC 2lma fen P�MON • 20 AMP DEDICATED L.AUNDRr CIICWT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM E)64AUST PAN TO HAVE MIN. CAPACITT OF 00 OTT NTERPIITT9NT MR ELECTRICAL PROVISIONS CP SECTION M15013 Too TTH EDITION f2020J. • LAUNDRY ROOM AND DISHWASYlR REG7TACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR P'ERBCMEL ON FEEDERS • WIRINC METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PEfR MTH Ib f2QWA • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF IN'FxR TTNI P.D nSroz m BY BUILDER AND 15% OF LIGHTING ISETION ENERGYEFFICIENT 11 P)9G FLIGHT COMA ENTIAL ENER4Y BFIOII?UGY) 2020. Th EDITION R40u PATIO H 9 PCLG RE WFAD UVING O ROOM I ROOM 1 FIRE -WIRED - CLG FAN rt BDRM,#2 `I S.D. GFI ��-- / -- SWITCH IN I --------- CABINET I I TO ZND FL\ I 1 1 8 SWITCH GFI l I OUTLET BATHE I - - -- OUTLET I FOR DW I OFOR VENT MICRO �---. I _ L . L L / GFI WH POOR AFF. 8/CO GFI ;OFTT. I BOLLARD AS RE14. PER BLDG. ' CODE I III \ III FLEX �.• KEYLESS I I I METER FIXTURE FIXTURE ll GFI I70jBR \ III FIRE-WIRED VERIFY LOG $ L @B GARAGE I III CLG FAN PROVIDE "AD CU, THIN • 1% CU IN 2' CONDUIT OR 3 DOOR III F'REWIRE (CONDUIT TO ABOVE SOFFIT . CVERNA r d IRRIGATIONGARAGE - 150 AMP ELECTRICAL RISER OUTLET • 4&' AFF. ' iWp GFI / PB. FOR NOT TO SCALE COMBNATI12N SERVICE 1. AMP DISCONNECT SWITCH AND 120/240 VOLT CHIME°.+ GENERAL NOTES: M ELECTRIC METER IN MLO NEMA 3R ENCLOSURE I A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FECR IT14 PANEL - - - - - - - - - - - - - - - - - - - - - - PORCH E (20201,DITIEmCN (202R)(20RO) LOCAL CODES, AND ALL LOCAL POWER - COMPANY REQUIREMENTS. COACH - - - - - - - - - - - - IS, ALL SMALL BE TYPE TFIFIN/TFXIN UNLESS LIGHT OTHERWISE.IINSA)2P NOTEDORS 7P.LEP410NE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EaurtiNT EG7UIR'IENT POIIlER COh7PANY TRAN6FORMER IMEIPSYSTEM BOND. TERMINAL AT LOW GIQAIDE VOLTAGE CONNECTIONS FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' . I'-C' I I L LED LIGHTING C SINGLE LAV. BATH •1 PROVIDE ISO AMP, I20/240 VOLT, I PHASE SECONDARY/ 1 -4 CU SERVICE CROWD CONNECTED TO ELECTRICAL SERVICE. PRVIDE -1O3 COPPER (CU) N CONCRETE ENCASED POOTER STEEL PER 1.1/2" PIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL MIROVISIONS OF THE PBCR TTH -2/0 ALUMINUM (AL) IN 2" PIA SCHEDULE 80 PVC F_DmON f2020). CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC FII..IAX S FT LOW. CAPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-774.8078 FAX 407-7744078 wwwabdesigngroup.com AA S: 0003325 04 k 1 a a� [PltOJZCT# USDIV. & LOTABBOTT PARK LOT #9 BLK #14 PHASE 4C 04181.04C-09141 )MODEL: 4EHB "2605- HAYDEN" GAMAGE BW MG: LEFT Pwa FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C 1 i DRAT�E' 02/07/22 SCALE: 1/4"=1'-0" slIEET El ELECTRICAL LEGEND SYMBOL DEFINITION NOTES ---e DSV OUTLET 20 AP SR'YsLE POLE 001 OUTLET 00V OUTLET IA WIRED SCF MIRCHlcA4ojn TO � GFI IUOV OUTLET "A MED WA"'MD PALL INTE AFTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE COM=TICN -F-H IMF EXT. WATER -ROM Oft"D FAULT OLlnXT MTommeIER SWTCH SWITCH 3-WAY OPER W4 SWTC14 4-WAY OPER WALL MOUNTED L04T CEILING LIGHT © LED CLG LIGHT LIED VAPOR ©Vf- PROM LIGHT O Vp VAPOR PROM LIGHT ORECESSED CAN eVENT. FAN 1 CPM PER SO. Fr. VENT PAN WAJWi 1— PER VAINTY L MxN (SPCC'D TOP DT MULDEW F:Lu2•DULD WRAP AROUND (RECES6ED) ® ���ppLL4RR11GGEµ,Eµ ]•DIRD LLRAP AROWD (BtPFACETMNTJ }� ]' RUORESCWT 4' FLUORESCENT 4' TRACK LIGHT cam PANEL METER • S.p• mTOIQ DETECTOR DATr. DAac-S. SD. WALL MOUNTED raw O'HoIQ DETECTOR , >3(GO CARBON aimDE7ECTDR CLM� BATT. SAQ*U w INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEM 4• FROM WALL -�' PENDANT LIGHT Fc> NATURAL GAS . r �EPN10NE JACK U1d WATER NEATER TD eE ELEVATED DISCOH ECT 'CoVITI AIR NI SEE AAl ON TO BE 210V ' DISDONNEDT oRmT TWO O'HEET I�N TELEVISION JACK ILMG BDx RCOWIR' TO DE SUPPORTED IN O J-Dolt ACCORDANCE UV BOX MANQW AS SUCH FOR CEILM REOu"Im TD DE SPPORTED IN O VLMG FANILISHT ACCORDANCE RV BOX MARKED AS SIKH FOR Rns� 24' MOANlDEYC$NT LWHT STRIP nnn�nnn� 96' INCANDESCENT WSW STRIP nnnnnnnn o 44' SRICi4tIrNP T LKaNT STRIP a.000 LIGHT p, OPT acaRTr KEYPAD HE PA PIMN-DuTTGN FOR etyma ueD I•olRr • LOCATION OF TV JACK" A PHONE OUTLETS A PANS TO BE VERIFIED • HOMEOWNER PRE-CONOTRUCTION MEETING • ALL 0 A 20 AMP DRANCH ORCVTS TO BE ARC PALILT PROTECTED PER ELECTRICAL. PROVISIONS OF ®{$ tTH EDITL._ 14 NEC 2I0J2 2011 EDITL._ • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFN • ISLAND (NOT ON KITCHEN CIRCUIT) • OMMUA&M DISCONNECT TO BE LOCKOUT IN PANEL • DATHROOM EXMAWST PAN TO HAVE MMl CAPACITY OF 30 CFM INTERMITTENT PER ELECTRICAL PROVISONS OF SECTION MBdn3 PBCR TTM EDITION (20201 • LALMRT- IRDOM AND DISMU4SER RECEPTACLE SMALL BE GROUND PAULT CIRCUIT•MTERIRIFTER PROTECTION FOR PERSONNEL ON FEEDERS • WRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS CP FBCR TTU ED (20201 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR tTN ED A0]02 • ALL LAMPS SHALL BE SELECTED BY BUILDER AND OF LKi T91ST EW_RGT EFFICIENT TYPE PER FAB Y C VATION IarICIENcr) ]m20. Teh EDmaw IRd04.1 II L------------------------- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' /-------_—_-\ I •L• •L• I I I'-4' 2'-13' I'-4' ql LED LIGHTING @ DOUBLE LAV. BATE+ 9 F� L14"'-w1to r ap mj 5 LED LIGHTING Cam? DOUBLE LAV. BATH •I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com L AA A 0003325 w 9 oil is Q h BUBD2V. Sc LIOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECTµ 04181.04C-09141 MODEr1 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE - SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C DATE: 02/07/22 KALE: 1/4"=1'-0" SHEET E 2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . V-0' 1 L------------------------- SECOND FLOOR PLUMBING PLAN SCALE: I/4 . I'-0' LAV MAIN PLUMBING RISER 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4078 www.abdeslgngroup.com AA #: 0003325 CK ks� ij g�n a F � a Ni BUDDIV. & LOT ABBOTT PARK LOT #9 BLK #14 PHASE 4C [PROJZCT# 04181.04C-09141 "oDZI4 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAGIM PLUMBING PLANS 160 MPH EXP. C FES DATIM 02/07/22 SCALE: 1/4"=V-0" elms: r PI HVAC NOTES 1. ALL MECHANICAL EQUIPMENT $HALL 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 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC NTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 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 SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 6031 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC NTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC "ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT IS] PASS-THRU AIR GRILL NOTE: HVAC TO HAVE PROPER PANS W/ DRAINS >ALL ATTICCEILING EXTERIOR WALL PLENUMIRE AIR RETURN SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCON8 UNIT SIMPSON WB ROLL STRAP OR EQUAL AIR HANDLEREXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EvAP.TRAY PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE BLAB 6XI 1/4' SHT. MTL. SCREWSCONDENSER LINER TO UNITREFRIGERANT PLATFORM CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE 4 CONNECTION TO PAD INANAPROVEDRAM, PER FBCR'tTH EDITION (2020) NOTE: MAIN COND. DRAIN 3/4' pIA MECHANICAL BLDG. CODE SECTION 3012.4 OVER HEAD s 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR ZE BRONFL. PL. OR WALL COUNTERSUNK G.O. PLUG I'-6' SEE SPEC. BRASS PLUG �� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 00 WADE 8240-K JOSAM 560 INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYPN ) FIN. GRADE OR PAVING I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP 0 + I (---------- I FROMI ROOMG BEDROOM 42 AB°vE! II I I 12X8 11 1 II — — — — — ---------- - I 12X12 PASS 11 II I� n BATH 12 THRU II II I II14 KITCHE -------------------' Ile I I Imo• I I MR I I I WH o � PAN. 8' S/A j III FROM 4BOVE ul , II Fes$ II FLEX i //-\ III III FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-7744078 www.a bdealgngrou p.com AA M. 0003325 rq w iLi 'j, [PROJWT VHDIv.as LOT ABBOTT PARK LOT #9 BLK #14 PHASE 4 04181.041-09141 UODELc 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C DATTIM 02/07/22 acALE: 1/4"=1'-0" alfm= M1 L------------------ SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 • F-V ON I 441 N. RONALD REAGAN BLVD. L.ONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com AA M: 0003326 h 14 04 Asa Q m= R�� 4 A BUBDM 1c LOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT* 04181.04C-09141 MOaElt 4EHB "2605-HAYDEN" GARAGE BVFMG: LEFT PAGE - SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C ROLAM a ABOUCHACRA AR NO 93723 A Pam' DATE: 02/07/22 SCALE: 1/4"=1'-0" BBEET M2 2X4 TOP PLATE PER ELM J� PLAN GORIER OEM PRE-FAB TRUSS FoRW VY n_A 3 GOAT °' QV anIn. CI-C.BOARD iYrliEDT ° DElGRY TO MAGMW ho P.T. W ATTACF'D TO MLL NOTE: STUDS IN DRL IC PER PARTITIONS SUPPORTING PRODu AL REa 1/2' DRYWALL WALL HUNG PLUMBING cAxxAioaEAL e141-ANT o CICER FIXTURES AND WALL /BAT@STRP CABINETS SHALL BE NOT DO NOT OJT IEI PE 1 LESS THAN 2x4, WHERE RRSAR P Pve xEE E RxI OAf L!! AROUND UR MMAAF oALv. eTxL DDvary SECURE BT /'2X4 WOOD. SPACED NOT MORE BOND �,,�,, � I.. DO NOT CUT 4•O�'P.a. R'- PMTBIED � ei ere rn ai eia / STUDS 024THAN 16' O.G. OR, NOT SOLID COQ= I �TWE_ OdID l WOW DAOX °�D �' D Pam° W/ IDd MASONRY Lm=) I MAN LXO, U*-M?CC NAIL • 32' 04- SPACED NOT MORE - (21 couR°e � , :: - '�P�'°L tea. Or MAU•. I' M OY DTHERS F --- - 24' O.G. ROOM TRACK DRACKIEQv PRODUCT . BLAB APPROVAL REO. PIPE THROUGH BOND BEAM FIN. rot DT MALE' W4'•I'-C' 2 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS C)1 5CALE:11/2'=r-C' ICA`S.W'0" (j)TYP. INT. WALL(NON-BRIG.)DT D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBGR 905.1.1. • EA END ROOF SNE'E'THING 2x BLOCKING BETWEEN TRUSSES WITH UNDERLAYMENT AS PER FBGR 90511. ROOF SHEATHM THIGOJESS AS PER T SNI ro Ci a till FIBERGLASS SHINGLES R STRUCTURAL DETAILS SHEE WITH WDERLAYMENT AS PER FBGR 9m5.1.1. THICKNESS PER PE 909.1.1. ROOF SHEATHING SHEET SNI. SECURED PER PER AS PER FBCR FASTS THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRGHTS SHEET SNI. SECURED 5/6' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH 1 ' S' SCHEDULE STRENGTH CLG. 2x FASCIA PER MA x PRE-ENG WD. T"S AX 2x FASCIA PER I BOARD REFERENCE ELEVATIONS o. ELEVATIONS V T STRUCTURAL VENTED SOFFIT ,y PER ELEVATION VENTED SOFFIT K W In PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS WALL SHEATHING / STRUCTURAL Dx RAT ETAB SECURED PER O INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING = REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENER'sY CODE FORMS FOR THICKNESS AS PER Bg MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION ELEVATION SHEET SNI. SECURE PER If 0 PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER TYp 2x FASCIA PER °EE�tt ELEVATIONS O.H. : y ELEVATIONS 5/B' GYPSUM BOARD OR 1/2' ON SHEET A R-4.1 INSULATION PRE-ENG. GABLE TR1198 HIGH STRI-- sTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP 9GREED WINDOW ATTACHMENT WEEP SCREED �g�AT PER MANUFACTURES REB 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T.SECURED PER R-41INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS ---------REFERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' C 1/2' THICK, 2 COAT PORTLAND lx2 P.T. FURRING 8' CMU CEMENT PLASTER APPLIED STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I/2' THICK, 2 COAT 1/2, GYP. WL. W. GNAJ CEMENT PLASTER APPLIED 1/2' GYP. WL. SD. PORTLAND CEMENT WOOD SASE DIRECTLY TO MASONRY WOOD BABE PLASTER APPLIED DIRECTLY TO MASONRY O.-C. FIN. FLR _ _ �, 0� m' FIN. FLR m'-m' FIN. FLR _ J� m'-0' FIN. FLR ,. 8. CMU ° 4. a. ROOF SHEATHING THICKNESS IS SHEATHING THICKNESS 15 ENGINEERED PER ASGE 1-116 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 LROOF ' ACCORDANCE WITH FBGR 2020 1TH EDITION, SECTION R301.13 <' 1TH EDITION, SECTION R301.13 AND 16095.1. AND 1609.5.1. n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION $ " I, NO OPENING NOTE: NO OPENING NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE DVIBDIV. & Lotil ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT 04181.04C-09141 1[ODEie 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH MR C K-5-'�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE UNDERLAYMENT IN ACCORDANCEPAMS acALE 3/4.1-m' WITH FBGR 905.1.1.1 OF THE FBGR SCALE: su'.r-m' WITH FBCR 905.1.1.1 OF THE FBGR20201TH EDITION IS °4 WHICH USES 2020 1TH EDITION I5 °4 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR A5TM D4869 TYPE III TYPE 11 OR A5TM 0486E TYPE IIIOR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT.RA AR NO 93723 DAPS: 02/07/22 SCALE: 1/4"=1'-O" air D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES — WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 905.1.1. AS PER FBCR 90511. ROOF SHEATHING ROOF SHEATHING THICIOJESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. T" PER PRE-ENG WD. TRUSS-- 24' O.C. MAX. L ATION 24' O.C. MAX, METAL DRIP EDGE METAL DRIP EDGE—''J BATT INSULATION 2x FASCIA PER REFER TO ENEIRGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER 0 VENTED o.H. 5/8' GYPSUM BOARD ELEVATIONS / SOFFIT TYP. OR IR' HIGH STRENGTH CLG BOARD VENTED —// REFERENCE Ix2 FIRE -STOP SOFFIT STRUCTURAL R-4J INSUL. REFERENCE STRUCTURAL w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT a �, GLUED AND NAILED 1/2' THICK, 2 COAT--- PORTLAND CEMENT Q > AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY M ER MASONRY 1X2 FIRE -STOP LEVATION IX2 FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1X2 FIRE LEVATION / -STOP IX2 FIRE -STOP) R-4.1INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL I/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED PORTLAND CEMENT Ix2 P.T. PURRING DIRECTLY TO PLASTER APPLIED STRIPS • 24' OL. DIRECTLY TO MASONRY 8'cMu MASONRY I/2' GYP. ILL. BD. WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP —� O.N. w m 6 Lu ni L BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP iR-4.IINSUL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ER LEVATION R LEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE III E 4 - E L G L @ W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.]'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX- 407-7744078 www.abdesigngroup.com AA #: 0003325 F n 94 rq kk a It a C ® C 1pitojmcT# LOT:ABBOTT PARK LOT #9 BLK #14 PHASE 4C 04181.04C-09141 MODET- 4EHB "2605-HAYDEN" GARAGE 8VrMG. LEFT PACE: DETAILS 160 MPH EXP. C DRENT ATTE. 02/07/22 SCALE: 1/4"=1'-0" SIMEET D 2 1'GJ- 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U 112' X 6' J-BOLT W/ 4' MN EMMINOME LT W/ 2' X 2' X VS' WASHER 1 NUT OR W/ (2) V2' X 8' A 014OR BOLTS W/ 2' X 2' X VS' U14614ER 4 NUT m SECURE 2"4 TO BLK W/ R 114' 7APCONS m a I I., 1915w- 6' or_ 4' END 016% 1 V!' EDGE DIST. m 610M 2X6 IsARAGe DOOR BUCK SECURED IE UV (5) 1/2' X 8' J-BOLT OR ANCHOR COLTS, W/ 4- MN EMBEDMENT, W/ 2- X 2' X VW WASHER 4 NUT. (U WITHIN S' OF TOP, CU WITHN 8. OF THE BTM, m (3)EVEN-7 SPACED. ® Im R NOTE& ALL ANCHORS SHALL Be N ACCORDANCE To MANUFACTURER'S INSTALLATION INSTRUCTIONS MNERE SUCH NBTLLCTfe NB AiE MOTS BTRWAIRNT GARAGE DOOR 1 BUCK ATTACHMENT e' cm 1A' I'X4' P.T. NA DOOR DOOR L 1.4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 1 EMEND 1-1/4' INTO ILER 15LOOG UV SAW TAPCONS CASING (MR SHAM SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1.1/4' WITHIN 8' OF EACH END JAMB OR WINDOW 4 b' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, 8NM AS NEEDED TO PLUI'1D JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: m SECURE TO BLOCK W/ 3/16' TAPCONS MN SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1141) WITHIN 8' OF EACH END 1 b• OC. MAX SPACING. 2X6, m SECURE TO BLOCK W/0) 3A6' TAPCONS MN SHANK SIZE Job MN HEAD 61ZE 300 MN EMBEDMENT 1 1/4') 8. Cm WT14N S' OF EACH END / IV OC. MAX SPACING. I!t• DRYWALL 2XS, ® I'X4' SECURE TO BLOCK P.T. NAILER WIM SAW TAF'CONS DOOR CASING MN SHANK SIZE .145 MN MEAD SIZE 300 MN EMBEDMENT 1 114.1 WITHIN 8' OF EACH END / MAX DOOR JAMB OR WINDOW A ING ��1�"' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" @WDYDOW TO BLOCK +1 1/2" D 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4: m SECURE TO BLOCK W/ 3/16' TAPCONS MN SHANK SIZE .145 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' of EACH END 1 IV O.C. MAX SPACING. 2X6. = SEOURE TO BLOCK W/(2) 306• TAPCONS (MN SHiAW SIZE J45 MN WRAP SIZE .300 MN EMBEDMENT 1 VW) WITHIN 8' OF EACH END v CMu 4 18' OC. MAX SPACING. V2' DRYWALL SECURE TO BLOCK ❑ I'X4' W/(2) 3/16' TAPCCNB P.T. NAILER MN SHRANK 812E J45 TAW OAS. X 4' MIN. MIN HEAD 812E 300 MIN EMBEDMENT 1 1/49 DOOR CASING. WITHIN S' OF EACH END 4 b' OC. MAX 6PACMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/18" /� WINDOII TO BLOC% +1 15/18" 2X4, m SECURE TO BLOCK W' 3A6' TAPOONS MN SHANK SIZE 14S MN HEAD SIZE 3M MN EMISWMCNT 1 114') UMTHN S' OF EACH END 4 b' D.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6: ISCI ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NGN-STRUCTURAL WK21 SAW TAPCONS 3/N6' TAPCON MN 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END S' CM 4 16' O.G MAX 6PACSG.. IDRYWALL ❑ SECCEOI'X4 SE CURE TO BLOCK ' W/(2) 3A6' TAPCONB P.T. HALER (MN SHANK SIZE .Hb DOOR CASING. MN MEAD SIZE 300 MN EMBEDMENT i V4') WIT14N 8' OF EACH END 1 IS' orMAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANU'ACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1,149 DOOR JAMB TO BLOCK +2 1/4" /1WINDOW TO BLOCK +2 1/4" L 2X4:® SECURE TO BLOCK W/ 3/16' TAPOONS (MIN. SWANK SIZE 14b MIN. HEAD SIZE -SM MIN. EMBEDMENT 1 1149 WITHIN W OF EACH END 4 W O.C. MAX SPACING. 2X6, CEO SECURE TO BLOCK W/l2) 3116' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE JIM MN SMOEDMQdT I V4') UMTHIN 8' CMU OP EACH END 4 W OC. MAX 112' DRYWALL SPACING LL TO BE POURED 2X& cm SOLID W/ 20" PSI SECURE TO BLOCK CONCRETE REINFORCED WK2) 3AS' TAPCONS UV 111' VERTICALLY MN SHANK SIZE 145 MN HEAD SIZE 300 17C4 P.T. NAILER MN EMBEDMENT 1 1/49 1/16' Oba X W MIN. WITHIN 8' OP EACH END / b' OC. MAX SPACRYa. OCR CASING NOTE: SWIM AS NEEDED TO PLUMB DOOR JAMB OR WINDOW B JAM(DO NOT EXCEED V4') ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB 3 TO BLK DETAIL 2X4: 00 2X4. ON SECURE TO BLOCK SECURE TO BLOCK W/ W/3/16' TAPCONS MIN. 1/4' TAPCONS MN SHAK SIZE J48 MN. SHANK SIZE .145 MIN. HEAD SIZE .300 HEAD SIZE 300 MN EMBEDMENT 1 1/4.) MN EMBEDMENT 1 1/4') WITHIN 8. OF EACH WITHIN S• of EACH END 4 IS' OC. MAX END 4 IS' OC. MAX SPACING. SPACING. 2X6. = 2X6. 8ECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS WK2) 1/4' TAPCONS (MIN. (MN SHANK SIZE J45 SHANK SIZE J45 MN MN HEAD SIZE 300 HEAD SIZE 900 MN MN EMBEDMENT I V4') EMBEDMENT 1 1/4') WITHIN W OF EACH END a' CMu WITHIN 8' OF EACH END 1 16. OC, MAX SPACING. 1/2' DRYWALL / b' O.C. MAX SPACING. 2XS. DID 2XCM SECURE TO BLOCK i'X4' SECURE TO BLOCK W92) 3A6' TAPCONS P.T. NAILER W/(2) 1/4' TAP(.ONS (MIN. SHANK SIZE .145 DOOR C Haw (MIN. 8WANK SIZE .Wb MN HEAD SIZE 300 MIN. HEAD SIZE 300 MN EMBEOMENT 1 I/4') MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END WITHIN W OF EACH END 4 b' OC. MAX 4 b' OC. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAM15 (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" @TNDOIf TA Rin(!K +A" 2X4. m SECURE TO BLOCK W/ 3/16' TAPCONS (MN SHANK SRE J45 MN HEAD SIZE 300 MIN. EMBEDMENT I V47 WITHIN 8' OF EACH END 1 b' OC. MAX BPACM.. NOTE: STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUSSM NON-STRUCTUR4L WK2) SAW TAPCONS 3/16' TAPCON MN 1-1/4' (MIN. 814ANK SIZE .145 EMBEDMENT INTO CLOCK MN HEAD SIZE JIM MIN. EMBEDMENT 1 1149 8. OF EACH END S. cmUNTNIN 1 b' Or —MAX SPACING. IW DRYWALL 2X& ® X4' SECURE TO CLOCK P.T. NAILER WV(2) 3A6' TAPCOMS DOOR CASING MN SWANKas .146 MN MEAD 812E 900 MN EMBEDMENT 11/4') WITHIN O' CP EACH END 1 18' OC. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER U1K2ll2d WITHIN 8' OP EACH END 6' TO W OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" F 6' CMU ❑ V'J• DRYWALL PX4' P.T. NAILER 1A6' O.S.B. X 4' MR i- DOOR CASING NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3 7/18" `�J�D�OW TO BLOCK +3 7/IB" 2X4. m SECURE TO BLOCK W/ 1,14' TAPO" MR SHANK SIZE 14D MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 6. OF EACH END 1 10' OC. MAX SPACING. NOTE= STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/f2) 1/4' TAPCCNG (MIN. 3/16' TAPCON MN 1-1/4' SHANK SIZE .145 MN EMBEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN W OF EACH END 8, CMU 4 IV O.C. MAX SPACING. 1/2' DRYWALL 2X8. cm ❑ I'X4' SECURE TO BLOCK P.T. NAILER UV(2) 1/4' TAPCONS 1' P.T. X 4' MN (MN SHANK 61ZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 DOOR CA51NG WITHIN 8' CF EACH I ND 4 b' O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 844IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" nWDYDOW TO BLOCK +3 3/4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdealgngrou p.rom AA #: 0003325 , h 04 4 s d KK y � a S Q F Q Q all J— J aysaiv LOT: ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT# 04181.04C-09141 moz)ET.4 4EHB "2605-HAYDEN" GARAGE 8WMG. LEFT PADS: DETAILS 111 160 MPH EXP. C ROLAW A.AB000HACRA AR NO W723 DRum A V 02/07/22 SCALX: 1/4"=1'-0" S D 3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/3V2022 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 139722 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13972.12 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 IZ/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 1149645 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON 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 12/2312023 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 35W TWIN SINGLE HUNG 2020 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS& DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICALMUWONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS V-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.5 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 IRe EXT. DOOR 2020 FBCR 3Z/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 22/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.2 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310-R2 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2r VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 RS ALSIDE ALLIANCE'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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 )7th EDITION) BUILDING CODE INFORMATION SYSTEM (� W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 , F 9 MEN ro Ya A IC BvsDry & LOT. ABBOTT PARK LOT #9 BLK #14 PHASE #4C 04 181-09141 >tl OD=- 4EHB "2605-HAYDEN" OAMAGM BMD10. LEFT PAOM PRODUCT APPROVAL LISTING 160 MPH EXP. C ROLAM A ABOUCHACRA AR NO 93723 J n!muff 02/07/22 BCATM 1/4"=1'-0" Blinn" 1111. D 4 OL POLP NYlA1m . PR. 4 O L— - MA 2. CMAN . Pr. D a CLAN . Pr. C OL rCLO 2vuAw • R. A 2.0 AK•PT.D POLO OL POLO NYIVp . PT. A 2. CIlAY . tT. D 4 POLO IR. C 0%im PT. D TILL PT.0 TOLVNm OoTran RANW �D r pt. r "'1N06 D,T[R Mart Wa POLO.Qa rw�. r, ® KIC KO UT DETAIL a'AY a rSam R�n.sraLL raacear ia 'wo ., Doman a RvoP . OR ROOF WOOD SHEATHING OR cm WRI5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — - — - — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-a47-14a, MIN. 2.5 LBS. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. 0LONGWOOD, FL 3275 PH: 407-774807 FAX 407-7744078 www.abdesigngroup.cm AA/:000332 y L4 rqJ, O E: 3 IP UnDrv. a LOT ABBOTT PARK LOT #9 BLK #14 PHASE 4R OJECT** 04181.04C-09141 UODEra 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 66 DRMT APS: 02/07/22 8CALLE: 1/4"=1'-0" a WA1 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFIBER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-84l-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER - UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. 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-POLY5LEND FOAM AT -- 'iR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 7,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMSO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRS LAYER 9, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRLICTURAL MEMBER • T' OL. MAX UUTI It L 0' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK S' SB CUT OPENING IN gTTUCCOYWRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO ,,. WRIB LAYER MI, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WIRE, LAYER 9 STEP #1 STEP 1*2 HOUSEWRAP WRB LAYER "I, BELOW STUCCO WRAP CUT SUCH THAT NO MEMBRANE e _ APPLY 60 MIN GRADE 'D' FELT SELF -ADHERING MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #3 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 1*5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003328 Ci5 RM q C 3 v rMU33D& LOTABBOTTPARK LOT #9 BLK #14 PHASE #4C PROJECT# 04181.04C-09141 MOD= 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 DATE: 02/07/22 SCALE: 1/4-=1'— 0" GRETEnTT dd /� A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 1*2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO L' WOOD OR 1116" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2" - CORNER BEAD (FASTENER 4 SPACING a Z' O.G.) CMU 1/2' TI 41CK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i 4B CORNER BEAD C9) BLOCK 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7746078 FAX 407.774�4078 www.abdesigngroup.com AA $: 0003325 y Ci c IWO 1 111111-3 ounDIV. se LOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT# 04181.04C-09141 MODEL: 4EHB "2605-HAYDEN" GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I IB w7�E: 02/07/22 CALE 1/4"=1'-0" IiEE'I' WOOD OONBTm=TION BEYOND WOOD SHEATHING u1EATNER RESISTIVE CARRIER WEATHER RESISTIVE 9LAN IER 4 7(t' X T Y�1� BIDMG / / / , 6. 6. DNERMY PLASHING DH79lMG a PLASHING WEATFER RESISTIVE / \ ` BARRIER 9 STARTER STRIP \ D ARHe ER I�ESISTIVE Do NOT OAIILK oR \ \ \ 66' S"H ADHERING \ GALV'D METAL QALND METAL •2' PLASNMG 'P PLASHING R>0 NOT eal�lc OR `'SII'WLATED uloW TRIM MEMBER e_Ti am.' ` TTiEpp �� / IUIaOD`I�M�AI'®'®FJi CUP Wr—ALLKJNM I ;r OR APPROVED SEALANT \, is dEB2� SIDING TO STUCCO 0 BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO 5E PER SECTION R"1031.1 / ASTM C-547-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 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 — 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 F 9 rn G 6 p � t all I SUBDlV ac LOT ABBOTT PARK LOT #9 BLK #14 PHASE 4C P1iOJECTp 04181.04C-09141 MODEsa 4EHB "2605— HAYDEN" GA tAGZ BVFMG. LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EV, C J ID 02/07/22 SCALE: 1/4"=1'-0" X*M= WA4 AVASABLKMM I C, 8' AND 1P -PIES W SE TAKEN IN KEEPING ME VENT PROPERLY AUGNED. VENT PIPE IS SEALED IF UTIUZED. NAIL IN PUKE SHOWN IN CGALVANMED U&NG 1-1K NAILS ATIM11 CORNER. ROOFING CEMENT I SHWID SE APPLIED TOALL 9HINOLE EDGES NEAR THE IN WTEREDGEAND�—EENTWEPERIMEIERAS CUTOUTTE GOOSENECK VEMOPENNOINTFE ROOF RECCM.£IDEOINSEVERENEA.THERC STAL SFEATIFNSI—THEOPEMNGINACCGRDANCEWRI1mE CHMTSHONNAN THE EVENTA MECHANICAL VENTFAN IS CCNSmUCTIONZONES. USED, SIZE THE VENTOPENING IN ACCORDANNCE W TH VENTFANM.N WTJRESPIPINOCONNECTON INSmUCTONS. DO NOTCUTINIO TRUSSES OR RAFTERS NHEN Ol1TNO THE OPEMNG IN mE ROOF. �� W INTERFERING SHINGLE WLS MCUNDTHE PERMEIEROF THE OPENING SO THATTIE NNUNG FLANGE GF mE VENTIAYS FLATTO TVE ROOF SHEATI-1W SIDE THE TOP AND SIDE RANGES OF TE VENTUPAND UNDER N Mi SHINGLES IESOITCMVENTFLANGES TOIAVW PI mE TOP OF mE TAFSHISHINGLES. Fe-f�c� ROOF HOOD VENT DETAIL SCALE, NITS, TEMPORARILY — FOLD -UP 4 SECURE HOUSIl (OR CUT HOUSE~ AT 46' GLE AN TUCK FLAP IN IM eL HEAD MODIFIED M' CUT T*IkTP N HOIEEWRAP LINE OF WINDOW OPENING FOLD HOE°MAP- I N AT JAMS I FILL APPROVED HOUBEWRAP OVER SHEATHING OVER LLD STUD WALL SLOPE SILL 1i TO EXTERIOR STEP 1 STEP 2 INSTALL S' SELF-ADHE FLASHIll C NAILING FL JAMS6 EXTEND FL P BELOW SI FLEXIBLE f DO NOT SE FIN 9y4641NG OVER ANYL, HEAD 'LASHING (WTH DAMS) NAILING 4-ANI EXTEND HU-ADHERMS 9-ASFING 1' MN BEYOND JAMB R-ASNNO NSTALL VINYL C :AP ALIGN FLA614 W( NT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGE6.(CAP NAILS, STAPLES) INSTALL DUPONT FLASNNG AT TIM FOLD HOUSEWINAP DOWN (TAPE DIAGONAL CUT F ACROSS HEAD OF WNDOW PLUMBING VENT DETAILS SCALE: Ni 7F SEALANT AT AMM AND HEAD U'PLY TO BACK 1 ANDOW NAILING LANCE N LINE W( PRE -PUNCHED IOLEA Cot GLOM INSTALL S' WADE ACHIM" — OAOKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAMP JOINT (PROTECTS -WRAP ST-290Cl - Ei STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NT5 STEP 4 35' MVALLEYFLASHING 5M OR HEAVIER FELT UNDERUVMENT ASPHALT R ENT CEMENT 6'aF CEN1ERUNE TRAFASTNERS IN END OF SHINGLE ND END SHINGLE AT LEAST I2'SEVOND VALLEY CENTERLINE M"PEDOFF ' CORNER AT NS DEGREES FROM VNJ.EV CENTERLINE L IT I0L THE CONTACTORS IEBPCN81°ILTT TO VERIFY ROOF VALLEY DETAIL HOUSE ANTI°I`ITY�FAL`PRDDWERING"IDING THEC WRAP, SEALANTS A L PRODWTG IN SCALE: NITS FLASHING MATERIALS USED DURING G:ON8TR10TON. 2. NSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WAHlINaLSEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IRA FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTIELISION BELOW THE WINDOW OpENMG INTERIOR PERIMETER OF WINDOW WTH SEALANT APPLY 061 HU (O EQUAW SEALANT e FLUID APPLIED FLASHING (LAW-0 64NTE_SEAL 1i OR EGL ALA SLOPE SILL TO EX Ni L IT 18 THE CONTACTORS REBFKNSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS f 6ELP-ADHERNG FLASHING. MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WIDOWS AND DOOR OPENINGS SHALL IN INSTALLED N ACCORDANCE Wlhl MANUFACTUEERS INSTALLATION INSTRUCTIONS AND APPROVED METIOD U OF FSC Pi U N ACOMI DANCB WITH FEMOTRATICH MANUFACTURERS INSTALLATION AND FLASHING NST141=1ON6. MMil 81ALANT6 MAY REACT ADVERSELY F NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALED NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwsbde6igngroup.com AA #: 0003326 o SPIN C F Q c aXmDrv. AE LOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT* 04181.04C-09141 wo mx.: 4EHB "2605- HAYDEN" GARAGE 8WIATG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D =T 02/07/22 aCAl 1/4"=1'-0" afIEET WA5 2x6 SUB-BANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK DRIP EDGE i\\ I\ 1/8' TEXTURED I \ FINISH s WOOD I \\ 1/2' TEXTURED \ FINISH A CMU \ METAL FASCIA \\ WRAP Ya' FROM \\ STUCCO, I' FROM \ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \\ NOTE: NOTCH FOR 2X(o \\ METAL FASCIA WRAP 2X6 SUB 15AND-1 c<1 t © FLAN 8 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING: jj OR CMU 1 WRB LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIMBER BUILDING PAPER `\. (FRAME ONLY) SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY ROOF DECK(BEYOND) DRIP EDGE, I' OFF WALL T NOT INTO STUCCO) TEXTURED FINISH g `\\\\ /WOOD, 1/2' TEXTURED FINISH e CMU 2x6 SUB -BAND W/I'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' JA OFF WOOD WALL L ROOFMG CEMENT P EDUE AL KICK OUT PRE-ENG'D TRUSS TO BE CUT W WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -V SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I14'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x ..t x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x -I y, SUB BAND DETAIL @) WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x X x l x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,ix x x x x SUB BAND DETAIL 0 WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 9 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 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY L44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 h 9 C a l9LTHDIY. a MT: ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT# 04181.04C-09141 b[ODELs 4EHB °2605—HAYDEN" GARAGE OVaNG. LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C D � 02/07/22 mcAL.E: 1/4"=1'-0" 8*=ET dV A6 TE-1 4" CONC. 40 c 0'-0" SLAB m a eo TOPOF IF W Lei ao 8'-0" 3'-6" SLAB 28'-2" p 3 w — FM-16x18 4 1A 1 2' -8" t5,4„ I 1 11.411 10,4„ 4" PVC CHASE 1(l 11 tll 11 N 0 tO H I I I� II TOP OF SLABco I II 11 N I W U pO II 3p` I I tC12x12II W- 2— It I p �p l 1.1 1.1 I I it F-2 x24 CWC-12x12�ilz u x m ID 0ii� LLI \I ry UP T02ND FLOOR ,n I =o (FIELDVERtFY I 8 � o EXACT LOCATION) w En N LL N IN 1A V1 " 1� xk F rn U #3 TRANSFER STEEL (a� 24" O.C. MAX 1A 2 '4 I I N 0 I°° 1.1 �•1 SIM lx I I ,K0'-0" FIN. ELEV. FIN. CONC. SLAB I� I col r4�I FM_16x18 _ J FMG 16x18 ' 9'-8" 2-10" — — — — 3 1/2" 0 ro m 4" CONC. K °Q ' 4 v SLAB W wI J m 4 LL _ FM-12x18 4 � 4 _ 20'1" IV-41, 6 4" IT_41, 10'4" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, 13INDICATES #6 BAR,ONDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-1, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17, CONTINUOUS 18' - (2)#5's (+)0'-0" FM-16x18 16' CONTINUOUS 1a" - (2)#66 (+)0"-0" FM-20x18 20" CONTINUOUS 1a" - (2)#5'5 +0"-0" FMC-16x16 16, CONTINUOUS 18' - (2)#5's _ VARIES CW-12x12 17' SEE PLAN 17, - O 'e - + 0"1" CWC-12x12 17' SEE PLAN 12, - (2) 's VARIES F-24x24 24" 24" 12, (2)#5's (2)#6's TE-1 8" SEEPLAN 8" - (1)#5's i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-078 www.abdosigngroup.com AA #: 0003325 04 GO .LL h ?lUDDIV. ec LOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PR OJECT# 04181.04C-09141 MODEIA 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAGE FOUNDATION PLAN 160 MPH EXP. C r ARCf RECT; DAM 02/07/22 scALE: 1/4"=1'-0" SHEET si 310 MIN. EACH WAY MONOLITHIC FOOTING :v STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED -- CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND • �s•. v s. SPACING REQUIREMENTS SPACING REQUIREMENTS . ,sw ',. . v:• �" S w r �•..—.. .�+: ' GARAGE DOOR RECESS FM w 5 z B" CMU WALL �, 8" CMU WALL • . CORNER BARS, SAME SIZE AS LARGER BAR s' ';LAB IN FOUNDATION WITH 30" LEG EACH w TOP OF SLAB a �/AIj//If WAY AT ALL CHANGES IN DIRECTIONS I ... -I "1 $O THAT THE STEEL REINF. IS CONTINUOUS TOP OF STAB � �� .Ae.�.._.� ° ._y, _ I • •I MATCH AMOUNT OF CONTINUOUS BARS ?k- CURB FOR • EXT. PORCH SLAB W/ SEE SLAB SCHEDULE e BAR SIZE 48 BAR DIA. BAR • 4' CHAMFER (I -STORY) #3 16' EXT. PORCH SLAB VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1STORY) I : e ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE >p. MASONRY UNITS SET AT ELEV. 1/7' ISOLATION JOINT (WHERE • 6 CHAMFER (2-STORY) ♦ #4 24" W/ 12' ISOLATION..` 6" CHAMFER (2-STORY) APPLICABLE) i SEE SCHEWLE #5 301, JOINT(WHERE APPLICABLE) ♦, 4. BEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR MD, BAR SIZE #6 36" FOR WXQ BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANFnY AND BAR QUANFRY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 47 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:34"=1' Y' 2 @ GARAGE scALE 34'=1'-a' 3 CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=T-W (1) #5 REBAR VERTICALLY W/ CONC, POURED CELL LAP TOP PLATE A MIN. OF 48" c 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT � 5 BAR 024" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN �.46 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING E w WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE I— 2" CAPPED NEW REINF. BAR SECURED W/ 2- PART g I EPDXY. MIN. EMBED ]d BTM. PLATE TO BE PT. PROVIDE L. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY • • GALVANIZED PIPE 8", UNO E FOLLOW ALL MANE. NAIL 12" O/C STAGGERED. ADDITIONAL METAL 4" CONC., REINF. W/ W/FLANGE @ BASE FOR CONNECTORS NOT M ya 6k6" #10 WWM ON ANDSPECIFICATIONS USE REQUIRED WHEN NO 8-MIL POLY ETHYLENE PREPARATION OF 4^ 4, UPLIFT IS PRESENT. w w VAPOR BARRIER ON HOLE, w SEE SLAB SCHEDULE • I•( 1 WELL -COMPACTED SECURE FLANGE TO ; jJ CLEAN FILL TERMITE SLAB W/(4)1/4" X 2114" } TREATMENT SHALL BE 4 BORA-CARE TAPCONS m.O-0" TOP OF SLAB --,� e a. • : (2) CONT. #4 REBAR 'vI V CHAMFER (I -STORY) f 6' CHAMFER (2-STORY) (2) #5 REBAR ON CHAIRS 17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL FOR MD, BAR SIZE AND BAR QUANTrrY SLAB HEIGHT LESS THAN 3'-6" PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 SCALE 34"= 1' Y' (NO UPLIFT) FOOTING W/ BLOCK WALL C v2 SCALE: 3l4"=1'-0' �+ 6 —SCALE: 3l4"=1'-0' 1 A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48'---__-,y 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 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE z CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE 70 SLAB W110d MASONRY NAIL c SPACING REQUIREMENTS 17O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT w REQUIRED WHEN NO 8" CMU WALL b UPLIFT IS PRESENT.{ • POURED LINTEL CONT. (TVP.) f 8" CMU FILLED CELL (TYP.) •.+O' TOP OF + 0 SLAB 70P OF + -0' � 4' SLA B SEE SLAB SCHEDULE 2X WALL FRAMING � � TOP OF SLAB a • 12" DIA SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB j/ SEE SLAB SCHEDULE A 4" CHAMFER (1STORY1 z BAR SIZE 48 BAR DIA. a'a 18" h ° W/ 1/7' ISOLATION 6' CHAMFER (2STORV) 93 . • 16' O.C. VERTICALLY MAX JOINT (WHERE ♦ #4 2, y - ♦ APPLICABLE) MATCH STEEL E #5 30' 6" PVC CHASE 's REINFORCEMENT H PER SCHEDULE #G 36 6' PVC CHASE THRU FOOTING SEESCHEDULE FOR W.D, BAR SIZE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR BAR 6ARBRE AN08ARQUANTnY PVC CHASE PER SCHEDULE 9 SC 314!' 1V-0" UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO 1 1 d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngro p.com AA 8: 0003325 W QQa a A BUDDIV. Ac L071 ABBOTT PARK LOT #9 BLK #14 PHASE 4C PROJECT#► 04181.04C-09141 MODEIa 4EHB "2605-HAYDEN" GARAGE 8WD90: LEFT PAGE DETAILS 160 MPH EXP. C BIB 1�412 ROLMD A ABOUCHACRA AR NO W723 DATW 02/07/22 BPIEET s1.1A FIRST FLOOR DOWEL PLAN 1441 N. RONAL.D REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA k: OW3326 F a o � o 24 a o � A om 8v8Div. ae LOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT 04181.04C-09141 MODEU 4EHB "2605— HAYDEN" GARAGE 8TI MG: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C AOLAw a A M AR NO 9V23 DATE: 02/07/22 8CALE: 1/4"=1'-0" 811EET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM CLEAN OUT REQUIRED g FOR INSPECTION Il 0'-0" FIN. FUR. d' TIE RTICAL REBAR 2 TO HORIZONTAL , REBAR W/ 10" HOOK —a— BAR 512E 48 BAR DIA. e #3 1 18" E 8 M #4 24" #S 30" #6 36" #7 47' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=T-0' NEW REINF. BAR SECURED W/ 2- PART EPDXY. MIN. EMBED a 6", UNO o FOLLOW ALL MANK SPECIFICATIONS FOR I USE AND j PREPARATION OF HOLE. G 4 a. STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=T-0' A i N OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 24" HORIZONTAUVERTICAL #6 3U' REINFORCING , 42', L SCALE: 3/4"=1' 0" EXT. PORCH SLAB W/ 1/7' ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS 3¢ s 8" CMU WALL "— i � TOP OF SLAB T SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) BAR SIZE 48 BAR DIA. -fE 6" CHAMFER(2STORY) a #4 24" MATCH STEEL a ?r REINFORCEMENT„ PER SCHEDULE � #7 47' SEE SCHEDULE W FOR O,MRSEE ANDM PVC CHASE THRU FOOTING 5 SCALE: 3/4"=1'-0" #S BARS a a� F164 FE XV-0. -�Y CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=T-0" NG REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-8078 FAX: 407-7744078 www.abdealgngrou p.com AA #: 0003325 n FF� O ® W _ V I I BtmDzv. Ae LOT ABBOTT PARK LOT #9 BILK #14 PHASE #4C PROJECT# 04181.04C-09141 MODEL& 4EHB "2605-HAYDEN" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MPH EXP. C DAB 02/07/22 SCALEL: 1/4"=1'-0" sum I s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER (B 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 aim a DE8CRIFTION REMARK 10 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ft (psi) W'xH' REINFORCEMENT STIRRUPS REMARKS STM. TOP SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5[MID 1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 ax8 (1)#5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-407S www.a 6deaigngroup.com AA #: 0003326 , n 04 S a 6 C Summv. & Mi ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT#► 04181.04C-09141 KOaEu 4EHB "2605—HAYDEN" GARAGE SWIG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ROLAW A ABOUCHACRA L AR NO W723 DAPE: 02/07/22 SCALE: 1/4"=1'—O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30-TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN �w q� b #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE-'=141' R� <+oFO F�t PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. n• eta. 0 la'�FF� 9F 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #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. of T- F=FILLED W/GROUT �pT" U=UNFILLED NOMINAL # OF#55, IN 2ND BOND WIDTH BEAM COURSE MN 16-1 T/1 F 0"FEP NOMINAL—�� HEIGHT # OF #5'S, TOP M/OB IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1TI1 M)OB INDICATES A DOUBLE BOND BEAM 1/1 #5'S, BOTTOM AND XFXX-1T/QM2B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST "314 WINDOW a' � SILL Z Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/T=1'-0" SINGLE #5 CORNER I BAR, 30x3O 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 l SCALE: 3/4"=l'-0" BOND BEAM 1#5 TYP. ""06' b BOND BEAM -. Sxl6 DEL. BOND TOP OF BEAM Wl (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL, SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL ILI) REFER TO PLAN FOR LOCATIONS Tn , PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 i/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") B' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" - V-0" WOODSECTION FABIEEIt 8PACNG 0. =7' MIN. 2 }" MAX s.=2 t"MIN, 9"MAX & =1 }' MIN, 2,)" MAX ea=t"MIN, 2}"MAX d. =7' MIN, 2 J' MAX & =2t" MIN, 9" MAX r42d &=I f'MIN, 2}"MAX en = t" MIN, 2,:" MAX d=7'MIN,2}"MAX s.=2b'MIN, 9"MAX (2) 2XII s=1}"MIN, 2�'MAX an = T" 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 a' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: c6 = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS I N A ROW 5 = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE DOUBLE STUD W/ 1 Od NAIL ATTACHMENT � SCALE: N.T.S. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 s s pL a m W a g C 11.31 t N W 0 aLTHDIV. as LOT ABBOTT PARK LOT #9 BLK #14 PHASE 4C PROJECT# 04181.04C-09141 MoDEu 4EHB "2605-HAYDEN" GARAGE gVnNG: LEFT PAGE: DETAILS 160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/&03 16.1T 1T 4-1Troe 1TAB 1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8116-1T 61204T SrA-IT 8r28-IT 8132-1T 81818 18.1T/1 tr/1 1TNB 1T/1B -1T/1B 818-2T 8H6.2r 8/20.2T B/24-2T Bn8-2r 6/92.2T 3'-8" PRECAST 1438 952 3114 4217 5321 6425 7531 3' 8" PRECAST 689 1024 3' 8" PRECAST 15M 3524 4394 5263 6132 7001 2485 8119 8386 7708 9031 10000 1589 3524 4394 5283 8132 7001 4'-0" PRECAST 1085 700 2305 3126 3946 4765 5587 4'-0" PRECAST 514 783 4'-0" PRECAST 1383 3060 3815 4570 5325 6079 1981 8113 7192 8524 7827 8751 1383 3080 3815 4570 5925 8079 4'-r PRECAST 819 533 1no 2400 3033 3eee 4300 4'-8• PRECAST 398 591 4'-0" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6762 6541 7565 1207 2707 3375 4043 4711 5379 5' 4' PRECAST 931 1247 1999 25M 3123 3666 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4480 7196 7342 5780 6259 1016 2276 2838 3399 3961 4054 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470548 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2015 3387 1161 3693 5877 SD36 e 5776 929 2080 2593 3107 3820 4133 B'-0' PRECAST 692 1139 32V 3031 3707 4383 5061 8'-8" PRECAST 410 721 8'-0" PRECAST 835 1201 ism INS 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T-0' PRECAST 570 938 2498 2206 2898 3191 3685 7' 6• PRECAST 303 534 T 8" PRECAST 716 900 1181 1462 1743 2D25 ON 2498 3408 �4 7067 6472 727 1824 2025 2428 2827 =8 9'-4" PRECAST 428 633 1593 2204 2481 2818 2021 9'4" PRECAST 192 384 914" PRECAST 464 686 767 sae 1129 1310 039 1074 2298 3081 4099 4899 572 1318 1643 1989 2164 2519 10'-0' PRECAST 388 487 1247 1767 1904 2163 2028 10' 8" PRECAST 151 301 10'-0• PRECAST 356 468 612 755 899 1042 S50 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�" PRECAST 330 644 1312 1742 2252 2866 3630 114• PRECAST 132 417 114" PRECAST 430 400 530 653 T77 872 544 1312 1742 2252 2888 3552 468 1042 1372 1e49 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 2606 3191 12'-0' PRECAST 111 370 12'-0" PRECAST 383 366 476 587 on 783 507 1210 1596 2D48 2588 3171 440 940 1300 tsso 1314 1470 13'-4" PRECAST 270 433 1045 1355 1732 2157 2535 lv4" PRECAST 82 298 1IT 4" PRECAST 308 303 393 484 576 645 414 1045 1365 1732 2316 2505 396 780 1057 1312 1071 1203 14'-0• PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 No 390 978 1272 1605 1950 2380 378 717 961 1192 975 1133 14'-r PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 hoe an 746 886 468 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'"4" PRESTRESSED N.R. NR NR NR NR 16 4" PRESTRESSED N.R. 252 15'4• PRESTRESSED 224 387 484 574 684 793 412 1014 1340 1703 2118 11 51 2513 230 618 908 1134 1363 1572 1T 4• PRESTRESSED N.R. NR NR NR NR NR NR 17'4" PRESTRESSED N.R. 183 4 1T " PRESTRESSED 187 328 365 451 587 am 300 858 1121 1413 1739 2047 192 508 720 501 1135 7312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4' PRESTRESSED 182 286 348 430 sts 585 235 738 959 1200 1467 1716 166 429 623 003 950 1098 21' 4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 533 1038 1168 1466 142 373 637 090 B16 943 22'-0" PRESTRESSED N.R NR NR NR NR NR NR 22'-0• PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 969 428 497 185 560 784 992 1203 7381 137 358 513 NO T79 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24 0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 41e nLL YnLWGo I 11 n 1 nc _CJ rRVm plvG LVnv noLcp 1 �iVnLl " GY IY CYI I IVn, LV 1 i .� mn" w �Y cvu w�� rncvnv rrwvvv na o v mc�w i v mcc i vr� cnvccv vru-vca .� in cv ncvrc AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA B: 0003326 0 8 � $ a C v IP U13DIV. & PAT: ABBOTT PARK LOT #9 BLK #14 PHASE 4C ROJECTp p04181.04C-09141 MODEIA 4EHB "2605—HAYDEN" GARAGE >lITMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DRINT APS: 02/07/22 scALE: 1/4"=1'-0" 811ZET S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO. WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER 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, .17T' ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS 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, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT W0.1 4X6 (3 Y"x5 n') SYP. HTT4 W/5/8" DIA x 6' 5/S3.tA PT., WOOD POST EXP. BOLT r--------t FIRE 3/4" SUB FLOOR —�, 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS _ ELEV. VIEW PRE-ENG. FLR. JOISTS �I) 314" PLYWOOD - DRAFT STOP �I PRE-ENG. FLR. JOISTS'r7�'�v� iI Ti 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1 /4" - V-0" IJOIST 4LL W/ 404M W/ (4) V x 4 ORB AND (4) y' x 2 V 0 BM7 •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroup.com AA#: 0003325 e 04 14 14 1rjQy r R R 3 3 J Midi aUDDIV. do LOT ABBOTT PARK LOT #9 BILK #14 PHASE #4C PROJECT 04181.0411-09141 bcoDEia 4EHB "2605-HAYDEN" GARAGE eNING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C ROLAPD A ABOUC AM L AR NO W723 A PRINT DATE: 02/07/22 ECALE: 1/4"=1'-0" EIiEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 z' NAILS TO TRUSS B{2) SIMPSON HETAI6 TRUSS ANCHOR WITH (12)16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", S', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb 1 c TYPICAL TRUSS/ SCALE:3lV=1'-0" GIRDER CONNECTOR(S) SECURE JJOIST TO TOP PLATE W/(2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE V qpS BACKERBLOCK THK70m 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 1Y2' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 2" GYP. WL. BD. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL IZ' O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. I -JOIST CONNECTION @ L.B.W. 4 (NO UPLIFT) ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYR#22"x 4", 6", 8" x 4'-0" MAY BE ADDEO W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. LA-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS �' X 2 f' TO GIRDER B-0) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SDS J" x 1x2, 2x WOOD FASCIA W TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ U AL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) }" x 5"TITEN HO TO CMU AND (18) SDS J' x 3' 1x2 SECURED W110d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BE�CHEDULE ENSURE THAT CELLS ARE GROUTED 12, O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a s(TYPICAL ROOF i)GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. 0 EACH END TOTAL OF 10 SEPoES LOO BLOCK THOOIE88 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN.,'EMBEDMENT TO SLAB 8 (18) 16d x 2-12' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB ..° . '..4 0.4 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" NOTCH DEPTH 1/4'D HOLE EDGE >5/8" GOLF DIAMETER 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8" A - SIMPSON IUS1.81/16 G < 1400 LBS, U 170 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL417241 01 C - SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4" WEDGESOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) i0dxt-12" GALV. NAILS TO JOIST FL#17241 BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4— WEDGE-BOLT/J-BOLT, 5" PLATE <3/5•D DBL. STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLTLLBOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1APZ' GALV. NAILS TO JOIST FL#17241 STUD NOTCHING WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL 8 SCALE: 1 1/2'=1'-0' 9 SCALE: 3/4"=T-0' 6O' MAX (W'1X4) OR loO MAX MW 4) MAX. OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 0 SCALE' 3/4"=1'-0' PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. Z' COVER 8 Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1x4 DIAGONAL STM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN (2) 2X12 IR 24" MAX. W/ 24" MAX. W 9" MAX. END SYP. P.T. IJOIsi (JOIST SPACING FRONT SEE FRAMING PLAN TyP TyP LEDGER e e END OF LEDGER < �_ m a e BOARD m� (2) 2X12 SYP P.T. (2) 3l4" EXP. BOLTy' LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/2'WASHER 851/2' LEDGER WITH IJOIST MIN. EMBED. (TYR) PARALLEL TO (-JOIST (2) 2X8 24" MAX. W/ 24" MAX. NY 8" MAX. END SYP. P.T. OF S A H NG I. DIET HOIST SPACING FRONT SEE FRAMING PLAN T,P �,P LEDGER w END OF LEDGER %?- m d e e BOARD d 2X8 SYP P.T. 1/4'X6" TAPCON sy !a LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO JJOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTSfTITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". ' 3. ALL BOLTS TO HAVE WASHERS, 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE IBOLTSIZE MBAEWIWIT CIRMALSPAONO A DOUBLE SYP 2X8 1 1/*' 1 8" 24" O/C MAX. B DOUBLE SYP 2X12 1 (2) 3/4" 1 8" 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 314" x IC?'EXP. BOLT/J-BOLT/ TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS WOOD LEDGER DETAIL(I-JOIST) 1 O SCALE:-"=I'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) U-(Y' TO 30'-0' (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, / SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ, 2x4 BLOCKING BETWEEN TRUSSES WHERE XSRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 3Z' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's (p EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 34"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS _ SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FEL 32760 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 m Ci Q 4 stmnm a LOT ABBOTT PARK LOT #9 BLK #14 PHASE 4 C lPROJECT/► 04181.04C-09141 MODEL: 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: DETAILS (I -JOIST) 160 MPH E . C ROLAM A ABOUCK40RA AR NO W723 DATIM 02/07/22 sCALE: 1/4"=1'-0" s2SEET S3.1A SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Bd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 12"HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" #8 WOOD SCREWS z 7' LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN 8" CMU WALL REINF. PER PLAN PER ELEVATION oL b IJOIST (SEE ry ? FRAMING PLAN) PER ELEVATION Y (2) 2.4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. 17. O.C. } 5: 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 3 #8 WOOD SCREWS STAGGERED AS SHOWN DBE. FLOOREE SYP #2 LEDGER. GER SCHEDULE, JOIST LEDGER SCHEDULE, 10B3.1A 8" CMU WALL X 6' TAPCONS REINF. PER PLAN J PER ELEVATION o IJOIST (SEE ry ? FRAMING PLAN) PER ELEVATION 2x4 P.T. CEILING 20• NAILER W/ MASONRY NAILSIj ,+ 0 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL A TO EXTERIOR WALL PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD P ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRU88 TO TOP PLATE 5/6, GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" '•'.:7,x, A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM 12"GYP. WL BD. O • AND TOP PLATE ANCHORS W/ 1.z i 1/2"COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. USTALLE 2)10Bs' EACH FILL ALL HOLES, DO NOT USE 1/2N9" WEDGE ANCHOR W/ 2" 10dx3„ WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 10'-lY' O.C. MAX. TO EPDXY 5-1/2" EMBED. MIN. @ 16" d OCa 10b I Oc OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ TRU88 TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV: NAILS. • 8 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1M*X3"SDS, (1) 5/8— A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' BOB TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION `�Q `emu SCALE: 3/4"=1'-0" A&B - 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 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/'7' NAILS TO POST. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 , n 04 zz LLL-) atmx)rv. & LOT. ABBOTT PARK LOT #9 BLK #14 PHASE #4C Pi OJECT# 04181.04C-09141 1 01=4 4EHB "2605—HAYDEN" GARAGE awtxG: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C ROLAND A ABOUCRACRA AR NO 93723 A PRn" 02/07/22 DATE WCA.": 1/4"=1'-0" DIKEET S3.IB 4441A —1014 144y1 VTCR SPACING (1) AT EACH END VTCR AND 6'-0" O.C. MAX. IIIIIII \_ 1111111� 11111 \ \ Ilea l oI \ Li o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 VAM.abdealgngroup.com k AA 8: 0003325 a a � q 3 0 � W 0 S 9VHDIV Sc LOT: ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT/ 04181.04C-09141 MODEIe 4EHEI "2605—HAYDEN" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MPH EXP. C ROL4M A ABOUCHACRA L AR NO 93723 A DAM 02/07/22 SCALE: 1/4"=1'-0" ESEET s3.1C 39'-0" Lu 00 00 Lu F- J LL �p �v m 0 0 0 a SECOND FLOOR DECK PLAN SCALE: 1/4"= 1'-0" 4 � 2.1 2., TOP OF DECK � OPEN ,- i 2'-0" 7-4- 7'-4" 5'A" 39'-8" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325till I j � Uzi A � Q aVHDIV. de LOT: ABBOTT PARK LOT #9 BLK #14 PHASE 4C PROJmCT# 04181.04C-09141 uoasu 4EHB "2605- HAYDEN" esw><twaa awnNa: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774-6078 FAK 407.774-4078 www.abdosigngroup.com AA B: 0003325 i 9tmDm Aa LOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT 04181.04t-09141 HODRIA 4EHB "2605- HAYDEN" GARAGE 9VMWO: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C ROIAND A ABCUCHACRA AR NO 93723 DAIM 02/07/22 8CALE: 1/4"=1'-0" SKEET S42 9tmDm Aa LOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT 04181.04t-09141 HODRIA 4EHB "2605- HAYDEN" GARAGE 9VMWO: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C ROIAND A ABCUCHACRA AR NO 93723 DAIM 02/07/22 8CALE: 1/4"=1'-0" SKEET S42 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" HDO NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 112" 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 MATH 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 WALL 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, A 77" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK S12E 8` DESCRIPTION REMARK C (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fo (psi) SIZE, ZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 806 (1)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 8z8 (C)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES — ----- ------- 1` I 1 ♦ 8F8-lT/OMl0B 8F8-lT/OM/OB 8F8-1T/OM/08 1 1 ♦♦ 2 I 1 i ♦♦2.1 ♦ 1 IA 1 ♦ I 1 1 ♦♦ 1 1 ♦♦ I GT 1 ♦ I 1 ♦`♦ j 1 ♦♦ I i ` U.N.O. PROVIDE B82 WHERE ♦ 1 ROOF TRUSSES BEAR, ♦ 1 1 TOP OF WALL EL 17'-4" `♦ 4 1 1 %% 1 1 I 1 j ♦♦` , 1 ♦ I ♦1 1 �♦ 1 1 0 ♦♦ 1 1 4* ♦ 1 1 � ♦♦ 1 1 �♦ `% 1 1 ♦♦ ♦♦ 1 1 1 ♦ ♦ 1 1 1 ♦ ♦=GT `♦IGT i ♦ 4 1 ♦ F- ♦ 8F8•1T/0M/0B i♦♦ 1---- ---,t r— lal I ♦ 1 IL — — — — — — — — — — J 1 1 Of 8F8-lT/OM/0B 8FB-lT/OM/OB ♦ 1 2.1 1 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" •1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-774.4078 www.abdesigngroup.com AA B: 0003328 , s % KK S I H 11,81"'21605- VHDm Ao LOT:ABBOTT PARKLOT #9 BLK #14 PHASE 4CROJECT* 4181.04C-09141 DEL:4EHB HAYDEN" GARAGE 9VIII9G: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. ROLNO A ABOUMACRA L AR NO 93723 A DAB 02/07/22 8CAIX: 1/4"=1'-0" SKEET 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 8I8.0B 164T 1T IT/OS WSITIOB 1TI08 TYPE LENGTH 818 PLAIN 8/8 SOLID TYPE LENGTH e/8.1T 116-IT e/20-1T 8/24-iT 8/28.1T 8/32-1T W1B 6-1TN M1 iT/1B trns trns as 2r eme4T wa) zr &24-zr we 2r w2-2T 3' 8" PRECAST 1436 952 3114 4217 5321 6426 7531 3' $" PRECAST 889 1024 3' 8" PRECAST 1569 3524 4394 6283 6132 7001 2485 8113 8385 7708 9031 10000 1389 3624 4394 5293 9132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 60 4'-0" PRECAST 514 763 4'-0" PRECAST 1353 3060 3816 4570 5325 8079 1981 8113 7192 6524 7627 8751 1363 3000 3815 4570 am 8079 4'-T PRECAST 819 533 1770 2400 3033 3695 4300 4'-8" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 IBM 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1998 2580 M23 38M 4249 5' 4' PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2044 3513 4064 1319 4480 7196 7342 5780 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1031 2090 2649 3009 3470 5'-10' PRECAST 340 339 5'-10" PRECAST we 1499 1971 2443 2915 3387 11s1 M3 5877 6036 8648 sne e29 20e0 2693 3107 3820 4133 8' 8" PRECAST 892 1139 3227 3031 3707 4383 5061 8'$" PRECAST 410 721 8' 8" PRECAST 835 1201 1578 1965 2332 2709 1139 3227 4598 7064 10000 8825 835 1868 2329 2790 3251 3712 T-0" PRECAST 570 938 2495 2205 20M 3191 3686 T$" PRECAST 303 534 T-0" PRECAST 716 900 1181 14C 1743 2025 938 2499 34oe 4864 7067 6472 7r7 1024 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 W-4" PRECAST 192 384 9'4" PRECAST 454 586 767 948 1129 1310 639 1974 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'$" PRECAST 388 487 1247 1767 1904 2163 2028 10'$" PRECAST 151 301 10-0 PRECAST 356 468 612 755 B99 1042 650 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'-4" PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 11 4" PRECAST 430 406 530 653 m 872 5µ 1312 1742 2252 2868 3652 486 1042 1372 1643 1470 1710 12-0" PRECAST 308 507 1210 1596 2048 2588 3191 12'-0" PRECAST 111 370 12-0" PRECAST 383 306 476 587 a8 783 607 1210 1596 2048 2586 9171 440 940 1300 1580 1314 1476 13'-4" PRECAST 270 433 1045 1385 1732 2167 2535 13'-4" PRECAST 82 298 13'-4' PRECAST 308 303 393 484 675 645 414 1045 1385 1732 2318 2B06 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 BOB 390 978 1272 1606 1960 2389 378 1 717 961 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 626 746 865 456 1079 1429 1824 2277 2712 246 803 98o 1237 1474 1716 PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 367 464 574 ON 793 412 1014 1340 1703 2118 2513 230 016 BOB 1134 1353 1572 17"41 PRESTRESSED N.R. NR NR 17'-4" PRESTRESSED N.R. 183 1T4" PRESTRESSED 167 880 900 858 12 1121 41 U13 73 1799 04 2047 192 608 506 720 720 501 501 13 1135 1312 19141 PRESTRESSED N.R. NR NR NR NR NR NR 19 d• PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 Zee 348 430 513 595 235 736 959 1200 1407 1716 166 420 SM 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 361 454 527 180 598 633 1038 1108 1408 142 373 637 BOO 81e 943 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 22,-0' PRESTRESSED N.R. 116 22 0" PRESTRESSED 137 228 290 350 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 460 064 824 1014 1147 124 319 455 581 e87 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 BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 Asa 0 s c I L9 8U]31) N. ae LOT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT;► 04181.04C-09141 wODEL: 4EHB "2605-HAYDEN" GARAGE 8WMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DRZKT ATZ_ 02/07/22 BCALE: 1/4"=1'-0" N*Em= S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) iOd x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALLTRUSS 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 I BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD_1 4X6 (3 Yz"x5 Yz") SYP. H774 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT 00, CJ1 II N CJ1 1CCJ AII N N N N N II N N II N N II ,tCJ3 CJ CJ5 A8G c 1C i 1 A7 IAA.=. I ,� � I I I o 4 O w �. as .®. _i Z IA3 I I I I I ��. . �OO.-. PRE -FABRICATED RF TRUSSES (Q)24" O.C. = 0 0 (TY�_ _ _ 2 IDGE s od I I ATTIC 1 I I I $ o CCE_S§ Lwp� 0 0 8@_=== ----- -_- --- -_-_- �z W Q _lAE _ 1C 9G O 1C h II q ��n n a .5 1A B2G_ �� N N N II q II I� CJ3 ji., II .I II III III CJ5 . It u u u y'A CJ5A w'N 'wN 'wll WII WII wll (I CJi N N N N N CJ3A _ 'it itu Z3 r CJ1 u N N N N EJ7 N N N n yy CJ1 to � I y✓' I i c'3 cM3 c-------------------------' ROOF FRAMING PLAN SCALE: 1/4" = V-0" • 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 no � L $ Ci w- a K 6 chi h avHDIV & W ABBOTT PARK LOT #9 BLK #14 PHASE #4C 1pitojmcT# 04181.04C-09141 MODEr1 4EHB "2605—HAYDEN" GARAGE 9WING: LEFT PAGE ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C DA��'iE., oz/ov707*1 /zz eaAUC: 1/4"=1'-O" 81993m S6 GABLE -END >�� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONES = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76SO PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3, = 91.70 PSF (101.70) ZONE 2r = 76,60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: 1/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37STRUCTURAL SHEATHING EXP 1 (4020). 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 @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 112' 0131 F1667 SCREW SHANK 170'000 RING (16-20 RINGS R6RS-03 SO RING SHANK, 23/9' 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING z = USE 11Z' CDX OR 7/16' O.S.B. PLY WITH SO RING SHANK GUN NAILS AT 4" g o O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOPS j 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ^� BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMEW SPACYNG NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS Q 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 ZONE 2e, 2n, 2r: tOd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3, 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ RI (1(`KIM!] PFR N411 IN(i Cl`HFTII 11 F NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 W RING SNANK GUN NAILS 4" O.0 •. TCPSegTTOMELGE6 ., 0 �a 8a 4D �a 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING 777 EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING �#B 7DECK SCREWS 0 W-8" O.C. MAX 0 EDGES & 17 O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 7YR 3/4" TSG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33C33M. MAXIMUM AGGREGATE SIZE SHALL BE 34r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULTNON-BEARING PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORVlEA7HER WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGE90F CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14. BUILDING CODE REQUIREMENTS PROVIDE 6-III CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON IL CO TINULAPPOU R BARRITH CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER.Fb- 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDES. 6INCHETHYLS AND SEALED ADHESIVEME TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK. CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR 70 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 WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP 112. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -nonconcurtsnt 10 psf BTM CHORD n concui-t UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M GRADE A AND SHALL BE HOT -DIPPED A N G LVA /ZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. #5 BAR - 3O #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. 18 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) 10 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf 20 Psf TOP CHORD (10 psf w/ No GYPCRETE) 5 psf BTM CHORD BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al O64/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL, E R E OM L, OF T AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS F 1 T OR VIEW RE PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" N6 BAR - 36" INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST O RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE20pM, 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' SOP0, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS' PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40PV MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, 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 BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH ELEVATIONS DIME NSIONS, ENSIGNS ETC. ' ALL BLOCK WALLS SHALL BE TN.00ELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL E RESPONSIBLE F L B O S BLE OR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN TH E FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS BOTTOM F T S TT O TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL COLUMN GROUTE TO FILLM ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED - S. USED D MASONRY CELLS SHALL COMPLY WITH ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI ATDAYS, WITHOUT THE EXPRESS RN OVER PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT T 28 I UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE AMAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "Sr'MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5Pd- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM OW94M DR MEASURING, MIXING, TRANSPORTING, ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING VABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REaAR SHALL BE AS FOLLOWS: A. 3ffOR CONCRETE CAST AGN145T AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSF B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2PFOR 45 AND SMALLER 2PFOR IB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. IAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 Xsi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Py = 46 Im STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S. Fy = 35 Im, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THE-NUr METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION MIE ttPE 9PAC1l� REMMXS APPLIGTION SZE TYPE 6PAQNG REMAFaK,S 1,QPTFURRINGTO CABE HARDENEOOOIL S GARAGE DOOR UI 1/<"qA TAPOON MA90FfN aOC itlY EMBED, <"ENDg6T., MABWRYIWNC. NAIL 11/P LONG, To MA.NRYl- NO WPSI&R FASTENER 11Q'EDGE qBi. SGO, AL. EXT. D-S G6E INRDEN 13- S-dC wNpOWIDOOPo FASTENED GMAGE OOORBUgt SIT gAOP 18'OA; IBIS'- CEMBED. 4° ENDOST., Ix PT, SEE NOTES NNL 11? 0ND. STAGGERED IMOMA60NRY/GONG. TO MASOMY/ONC. wiW ACR FJ(PANagJ BOLT ZY-It?DA) EDGE q T. W1NoaN Blxx OA6E iNRDENEo-L ,rolD wxNooWmooRI FA6TENE0 METAL STRAPTo CONTACT THIS ENGINEER FOR SPACING Ix PT.SEENOTE6 v LONG. 6TAGGERED INTO MA6ormncoNc. - REQUIREMENTS EXT. SWNO DOOR 913'-A TAPCCM REMPED, e'Elm. BLCx 1x PT, SEE NOTES NO WASHER FA6TNER t@O,C ST.,11IY•EDOEq .POTW1NDOW BLCM 0.130°PAFx31/B' 4"END DIET.. 111' PT STEEL COL.. SEE WI WASHEREDGE D9i NOTES i. S�TTAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE RAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 R Q O a a sVHDIV. da LOT: ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJMCT# 04181.04C-09141 MODEIe 4EHB "2605-HAYDEN" GARAGE e111112 O: LEFT PAGE: DETAILS 160 MPH EXP. 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ILUWr.W AVavx+Me4TxG R4itaiD,gLESrRFNni'WCP 2+EN •rTMEVIDl+elortf 4D i M,•nS n rweV6 exYr AwTLmsD,enmo=•..wn. ` aLrxwnq N>M.L CIMLLVW mrAIMC,Iox Yn6Y,.nn1. DEEMS, OApIxD D01Ln•EeaDn •rNlw+Dx ornxs A +eelDad, t sam Ew4c > MMI•lt rD n4d• I'gDEt6 / ed, VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS S OESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS '. EwvE VInTNe (6rA,Et+ t.l THENILMIUnOx(Jin849fcT1(NSBxowN DN9MFEne/FIO­TeNn1E YENPIE450007TEO. F6'✓7[N[DeDNEr YLLTAl1A11CI1 FFYWS Poq EAVE[OM91xUClroxW TRV96AYDdI YAFeNaalNfl'iNEA 4xMfVFAORDvfANANDCOxrnlNAlgxt. W.MEV[H.iHlsmF:%,IOi I+»r ��. D[TAEtAIMWE IgWM;ny1M I SOKK,T 9i9iAlV.1MM TOSN"c5fC9YFIWgASW,@DW.V A51gW MVM491M jSIEET�___ - rA81EHEAREn11e+FHFM9AwePAxlMT9 AAENANrANFD. SLCr OL[ I 66.) 63.T T, AEr rrn.F oxix»AM.Fr cnggwx9DF. E,,",,),. ,M wwa+e m ALTO a) �. .600. tz eiCFxDL[ ss.e us z. eD9rM.Ar1Ox FA91F,ELg9 ALC 95L SaO T >. rwslFx[gq glwE. LrrM. mF,q rFerEr.r=rTpDKDDE DNTwM:F Nawx [Ln L cans[ s:.E r9a �gswrrn MgEFt'.,nn)A„A Mr eFr raSTTt. v d%E TAgr Fwixex `_ ALC 9Tl �:. WrLNEVeENEMTE%0.VOE nNJ.fM8Ef.99Y4VOeq NRIgT WTEo ,O �---ss ALC_ a>6��419 �DKKO.FwK MICI(eFTEER AIp SIDEEGi. ED(1£WTAx^-FStl1ILLLEtLCx to 61dwo6[ il.) ' n8 ,REef CAAGY,wp D, eeANiM,F YLTFRIAI ____ AL< y_N.) I_l).9 �F. FA9IENENIENGDKNM1WNW TINE r»TAl1ATgM�TFL600N01 iA41M0 wLCCU"T WALL,MSNE9, WALL Ke4M neC%NF869HALL %AWED lO THE 1KDI9N[D iAeneEgeRMGTg6. SFF. dA9TF MAeaHFDVLF TANS driAISSEFF.T. 1t 1Me[4rULL6Va1i /N0. DmVDII®9DlRT E. ALL rA91ExEA88NALlrwvECCRgONON AENSGHT G0STe1D90ABE eNDE OT CORAO&OM qE®IeTwxTMw)EM.LLSCOWAIieLf YAIx TxE 9OLSTMTE MATELIME. Nam. ���• �N•Npv �TA1FW!`IaIEw 86 AL( td..) 661 Stl ) u msc.oL[ 996 et.9 FASTENER SCHEDULE Lc .6 euaot[ u.E ' -96t xs u.3 eLCalott r �1e -v » Lc s-1- LcmDLE T ) N .ESA a ,.• ,� rA dLOw Bret r ew edvA. goga T/If ,/•' a�Fs . r m irw90m`iD saEn. YDm ,-,fr 9n- s 'Lai uit wm, awuwn , ,-�n• Ia eYL woe :-,/.• ,M ,weal ,dm a 1IIr"' •I.9,M,E w/a .E. e< � M �. m • me�enDwo RO.fl9v t650. 6 i.499� OA42 1/2- J-CHANNEL/TRIM I VINYL (No. 1100) 25'71 022 L 4" FASCIA SMOOTH ALUMINUM (No. 9700) mwL SOFFIT AND TRRd SCHEDILILE VINYL SOFFIT JCMANIEL FASCIA SERIES 12' TRIPLE 4 SOUO NO. 0623 SOLI) SOFFIT 12' TRIPLE 4 FULL-O-VEW 1/2' J-CHANNEL 4' FASCN NO. 0622 VENTED VINYL ALUIINUM SOFFIT NO. 1100 NO. 9700 12' TRIPLE 4 ELLL-O-VENT ECD N0. 0839 VENTED SOVM EYNNMm 14M w BLLL OF MATERIALS i � R�rz� 9PMo4L tll EKfl , NO gVNgg4 lea wD+t » ax ,xa, 9 z wm W® 9 .fMY.O _ � DLYrNo off >.eET , • nnne - sa dawn ow wlnT , xdt » ow 9,EL, , t epY OYDOP . +-+/Y f-wM !eE COIIdL,[ A•n xnDEN. 96Ls,IY.m 5•m aC)S' o•YInEN % +-9/4' nw wL 11 G e /+o ND,x an.I, 9rr1t ,• r< VJnD+ 91Cp sm e snn ro % r xdNw •nw ewTm, - w . aM ML xeaD ' % Y Mwnl SOm M1,DY - >A . 0.%Y ew laaD +x a wM Hen ® TRIM NA L INSTALLED THROUGH FASCIA® iS' O.C. MAX 0 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS O FASCIA JCHA 4 MAX. DETAIL A FASCIA O STAPLES INSTALLED Q 12 O.C. MAX (INTO WOOD) IN JCHANNEL SLOT OR TaeAIL 0 12' O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7)STAPLES INSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS •BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSNOIST/ RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO FRAMING /TRUSS/JOI / BY OTHER STAPLES INSTALLED OFFIT 1O 12, O.C. MAX (INTO OWOOD) IN J-CHANNEL HANNEL DETAIL B SLOT { MAX. J-CHANNEL FASCIA WOOD BATTEN i® ® BATTEN STRIP ANCHOR 1 Dd NAIL AT EACH -6 APLES INSTALLED © TRUSS/JOIST/RAFTER THRU SOFFIT AND LOCATION NOT TO JCHANNELAT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING LBX3' WOOD SCREW OR 0 TAPPING SCREW, STAPLES INSTALLED OTHRU BATTEN ATTACHMENT SOFFIT AND JCHANNEL AT NAIL FASTENER SPACED 24• O.C. HEM AND IN VALLEYS OFFIT O 11 1X2 WOOD BATTEN ew n rM WOOD BATTEN j' MAX.-W 6- DETAIL D OSTAPLESINSTALLED- J-CHANNEL THRU SOFFIT AND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS C kE DETAIL E J-CHANNEL O S /''INSTALLATION SCREW, /BATTEN ATTC-MENT Q FASTENER SPACED 24" OS MAX O.C. /STAPLES INSTALLED IN 12. O.C. MAX (INTO WOOD) IN JCHANNEL S SLOT OR T4JNL a 12' O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) $I DETAIL C J-CHANNEL BY OTHER 21/1' NSTALLATION SCREW, EMS. BATTEN ATTCHMENT 6 FASTENER SPACED 24" g MAX O.C. TAPLES INSTALLED 1T O.C. MAX (INTO WOOD) IN JCHANNEL B SLOT OR T-NAIL ®17' O.C. MAX. (INTO CONCRETE/MASONRY) WOOD (NOTE 1) NOTE1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L' .AVE WIDTH �'/''///// (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'A' f w SEE DETAIL'E'J -K-.1 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 @ FASCIA END J-CHANNEL 0 WALL AND FASCIA END 4) a RIM.A 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 m f ENE- - �J A x(AX u A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 m —m 9 [TAL A 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 EAVE WiDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA ) i"i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 fit Ci ¢ pp[[ Q Q Q aI V9DIV. 8. IAT ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJI9CT 04181.04C-09141 acoaLcu 4EHB "2605—HAYDEN" GARAGE SNING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. Clff 1 r-pxmmDAB.. 02/07/22 8CA=: 1/4"=V-0" a *== sD1 GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION NVIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES 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 MODERATE CONTACT IBC 2304.9.5." 1 LtAVt AF'VKUh'KIA I t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER H-J( NG ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT ° ° 1" FROM END OF SOFFIT ° 3/8" FROM END OF SOFFIT ° FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT 1 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com ~:0003325 avHDIV It LJOT' ABBOTT PARK LOT #9 BLK #14 PHASE #4C PROJECT 04181.041-09141 MODMU 4EHB "2605-HAYDEN" GARAGE SWMG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C I AM 02/07/22 CALE: 1/4"=1'-0" iIEET sD2