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HomeMy WebLinkAbout7489 Sail Clover Ln99 99 2 0005 -4EHB -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 -lLOWA CODL ,, y,,gy��pp �}�..�y� M EMN (2020) -A1J. WCN1L ACID stare OODeS :OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB MDi. INTERIOR FDISH - CLASS B 'BASIC WIND SPEED -Milt=160 MPH Ve3d=I24 MPH o nn -�0`)URE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE IAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALT. ALTERNATE M R- MEDICINEMANUFACTURER AMP. AMPERAGE MIN. MMIMUM BD. BOARD M.T. METAMIUMI SHOL.D CL CENTERLINE MTD. MOUNTED CAB. CABINET Mrs METAL SCALE CU:. CEILING N:r.S. ON CENTER cIR. CLEAR o.c. oFIceNTER CPT CONCRETE 11 PROPERTY I NNE CPT. CARPET P.B. PUSHBUTTON CT. CERAMIC TILE PH PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DNA. DIAMETER P.T PRESS URETREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RAG REFRIGER RGRRI. DR. DOOR REF. REFRIGERATOR D S DOWNSPOUT RM ROOM DTL. DETAIL R.O. ROUGH OPENING DW. DISHWASHER SC. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR EELEVATION S.H. SINGLE HUNG EQQ . EQUAL SILT . SHEET exH. EXHAUST sHTHc. SHEATHING EXT. EXTERIOR SHwR SHOWER RGJFX. FMDGLASS SUM. SIMILAR F.G- FUEL GAS SL SLIDING FIN. FNISH SL.GL. SLIDINGCLASS FLR. FLOOR STD. STANDARD FLUOR FLUORESCENT Sws SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP rEMPEREDGLASs GA. GAUGE TBK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB GFI. GTERRUPAULTCIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF AB GL. GLASS rrn. TYPICAL GYP. BD. GYPSUM BOARD UN O. UNLESS NOTED H.B. Hose BIB OTHERWISE HE HOLLOW CORE V P VAPOR PROOF HDR. HEADER W. WASHER fir .ORH HEIGHT W/ WITH INSUL. INSULATION WD. WOOD HIT. INTERIOR WDW. WINDOW w/H WATER HEATER WL WROUGHT IRON DATE DESCRIPTION 06RBM 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION m1/15AS BID SET ISSUED PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG A4H-LEFT & RIGHT ELEVftol PG El -FIRST FLOOR ELECTRr�iC SHALL ^ �il! PG E2-SECOND FIAOR ELEC L(� /1 COMPLY WITH P RIDry B / I , REV V CODE, PG PI -PLUMBING PLAN ATTIQN ELECTRIC L E E, PG Ml-FIRST FLOOR MECH RIC PG M2-SECOND FLOOR ME 'DE Iiy �� �F(yu PG DI -DETAILS DINANCES 1 h E..II1 ( Ea l•bV PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WAIL. ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WAIL. ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 02A3a6 ADDED ELEV. 'J' N 'K' WITH SIDMG PER MAIif, BODES mZ!lmA6 BID SET RE-ISSI�D m4/ITA9 FOOTING REVISIONS PER H. BODES 06AW I -JOISTS INCORPORATED INTO MASTER PLAN 0416AS CONSTRUCTION DOO-DENTS RE -ISSUED CNIAB ADDED VALLEY FRAMING. DETAIL, UPDATED BOLLARD DETAIL mI/76/B DETAIL- 'AIRINGS BAR TO BOND BEAM' ADDED TO 811A m2R6/B PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 � 5 FT. CAI.C. S Q• �fAM REVISED LINTEL SIZE AT FRONT ENTRY DOOR /g UPDATED LEDGER BOLT SIZE SPACING IST FLR LIVING 1104 Sa. FT. 2ND FLR LIVING 1501 Sa FT, TOTAL LIVING 2605 6G+ FT. GARAGE 431 Sa FT. POW-4 EIPV'S 14' III 9Q. FT TOTAL ELEV'S W 3153 Sa FT. SKID PAno Be SQ FT. 06ft9 REVISED I -JOIST LAYOUT MAIMS ADDED LED LIGHTS TO aTCHEN t BATHROOris PER MAW, BORES mTR3/19 RE ADDED STOW OPTION TO ELEVATIONS 'G', 4F','J' A iC' m6/13/5 LEDGER BOLT SPACING REVSED ,p/�, A ADDED OFT. V-m' CEILING. HEr4ft m1/ nO REPLACE USP CONNECTORS WITH SM-5ON CONNECTORS 030WO REVISED DETAIL ON SHEET D2 OPT. V-m' CM WIT. 0SAV2m REVISED STAIRCASE AND STAIR SECTION DETAIL CUMI 2020 FBC UPDATE m3/m3/21 ADDED SOFFIT DETAILS STRUCTURAL SHEET DESCRIPTION m3/05,71 ADD FLAT HEADER a T'-W AFF. (W-m' CLG ONLY) PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG SI.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS P/EW PG S2.2A-SAFE LOAD TABLES PPG G S3. FE[ZST AI OOR FRAMING P DATE A PG S3.LB-DETAILS �P OA PG S3.1C-DETAILS A1/ #* At�' /'1 PG S4-SECOND FLOOR DECK PLAN "NE PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG 96-ROOF FRAMING PLAN PG SNl-DETAILS PG SDI. -SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL 11ABMM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE HUD,DER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR IN FORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS 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. m8/IbRI ADDED 10' HOOTER OPTION 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 ti n y O r SUHDIR & IA15 ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT* 81.04C-15121 Eu 4EHB "2605— HAYDEN" GARAGE g14ING: LEFT PAGE: COVER SHEET 160 MPH EXP. Cff PRINT 02/07/22 DATE: SCALE: 1/4"=1'-0" 319ZET 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 AND/OR 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 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 3'- 0' BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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: 1. 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 ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 6 - PVC (SCHEDULE 40), INSULATED WITH 6 - AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 25 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 WOW 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,112' 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, ASTWC1063-19a & 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 ASTWC1063 -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 CELINGS 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' NPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE I40T A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroaP.eom AA.: 0003325 n h L S at t4 o � � a a $n ffi e14 [3PROJ=T# USDIV. & LOT:ABBOTT PARK LOT #15 BLK #12 PHASE 4C 04181.04C-15121 UODETLs 4EHB "2605-HAYDEN" GARAGE SWING - LEFT ]PACE - GENERAL NOTES 160 MPH EXP. C PATIO 6 COND OVER" OF: ROOr — — — — — — — 1 3052-SH ABOVE I EGRESS (2) 3052-SH HB 6068 SGD. I 2T-41 12'-4' 0 I I I BMRROOM#2 41 LIVIlVG DG i ROOM ROOM 8'-0' CL& 8 -0' CLG. 3'-8' b'-10' 3'-8' S'-8' 3'-8' 1'-2' Y FLAT HDR • (2) 2068 T-6' AFF. A I I I POST Q TUB/ BATH#2 tiQ!° Vic I► N• Civ d I s 8'-0' cLG. I I I i s = Ir9 B I I P♦ i 3 I I I,,.Y. 0 B'-' CLG. io i0 0 I I I I I UP I 0 Q r. 2868 x HB. 3'-4- 5" a. 3'-4' S'-4' 3'-8' -10' 2'-10 8'-0' 2'-8' 3' 0 o WH 2069 2STAIR DATA 15 RISER • 1.52' D S r f i IREF m a 14 TREADS s 10. BOLLARD -- — 3-814 -- — AS REQ PER BLDG� FLAT NDR • CODE T-6' AFF. N I _0, 4,-0' IN GARAGE FOYFR a Ilic D FLEX � e 8'-0' Q.G.m III I III e IN - S III FLAT HDR • Itl T'-b' AFF. 2 2 2'-10' I6'-0' T-10 I''0' 1'_4W_8, Cft Ib'-0' X T-0' O.H. ® PORE 4 0 -------------------- e� a a FIRST FLOOR PLAN SCALE: 1/4' • I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR CsRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1/2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LEW THAN °n'115.9mm) 71'PE 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 EM00S OWEEFORRa°8=11Dmists 101E 11D1/'"Illme" RHM= MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-4T DR. MIN. CRITERIA SJ3D. MIN. 41 5 34/-43 CRITERIA 16010 0)4D. 112 5 31A7/-34b 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 22'-8" 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. OWROLDAISWA n SQ.FT. CAM'S IST FLR LIVW3 1104 SQ FT. 2ND RR LIVING 1501 SQ FT. TOTAL LIVING 2605 SQ FT. GARAGE 431 SQ FT. P'ORC14 ELEVS W III SQ FT. H TOTAL ELEVS'' 3153 SQ FT. 8x10 PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND W-0® L UN-0 ON PLANS BRG. HGT. VARIES S' BLOCK WALL LIND ON PLANS IT-4' BR3. INTERIOR LOAD BRG. WALL UN O. ON PLANS 4' INTERIOR O LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR D00R5 TO BE W-8' -ALL EXTERIOR DOORS TO BE UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 e: n 8 1ZZ-„ a o � � of Sn 151R ® 9 SUBDM & IAT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJLrcT# 04181.04C-15121 MODE19 4EHB "2605—HAYDEN" GARAGE sNING: LEFT 1PAGE: FIRST FLOOR PLAN 160 MPH EXP. C DATE: 02/07/22 scALE: 1/4"=1'- 0" BICE= Al DBL. TOP PLATE 0 m BAR DETAIL A SCALE:I/2'+I'-0' 42' W1044 HALF UWI I W/ CAP 5'-0' LAUN . 3/4• TKn S ILIW I FER (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID HAILING SEA TREAM t0 STRINGER A H U WS UNSM 3' SCREWS- EA STRlJGER UNTI IR ED SHAWL TO EXTEND BEYOND THKIQNESS O: SUB -FLOOR SHEATHING —FRE19"P FLOORNG \ NOTE, SYSTEM (SEE FLOOR FRAMNG SHEET) \ STAIRS RISERS RM TO CONFOt0 FBCR lTI4EDITION (2020) \ 3/4' KICK MIN. TREAD•10' MAX RISER 3/4' STAIR DATA: \ PLATE 3/16MAX VARIATION IN RISERS/TREADS ADJACENT To EACH IZR • 152' I'MAX. \ 10, NOSING OTHER 3/S• MAX. VARIATION IN ANY I4 TOADS • \ MIN. RISER/IREAD HANDRAIL CIRCULARNOSING SECTION CROSS SECTION DIA TO BE I 1,14' • 1/4' 10'. V NOSIN— \ OR PROVIDE EQUIVALENT S T O R . \ GRASPABILITY WINDERS- MN. V WIDE • \ NARROW END MK I1' WIDTH . 12' FROT 1 NARROW END 34' MK HANDRAIL W.T. NOTE. -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY GOFFTS PROTECTED ON THE ENCLOSED SIDE OATH VY GYPSIJ•T BOARS. POM 3MA 3-2x12 SYP STRINGER REM•ORLED W/JX4 a" \ UVCONT. BEAD OF \ 1111.104q,OOIR ADHESIVE PL-400 OR 6MILARE - EA HORIZONTAL R IN \ 2 X 4 RE -(FORGING \ . EA 2 X R STRINGER SECURE UN241 6•-& or_ \ STAIR SECTION B SCALE: 1/2'•P-0' 2X4 ATTACHED W/10d MA90NRT NALS • 2X4 P.T. SLEEPER INTO SLAB WIT4114 S' O' EAC14 END, 32' OG. MAX. THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN I I/2' HANDRAIL 0 36' AS PER FBCR R311.182 LLV 2X4 RE-UEORCING NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 11'1 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN to 114' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES o ggg? o SHALL HAVE A MINIMUM RADIUS OF I/V. 2. THIS RAILING SYSTEM 15 DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION I601B.1 / FB.C. 2020 HANDRAIL SECTION C 5cALE:3/4'"I' 024—. -0. I'-0' NOTE: HEADER FINISH TO 5E PER COhMINITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 n y a a o F rq a _ _ 4 I k 4n W f 0 i 8UBDrV. & LOT ABBOTT PARK LOT #15 BILK #12 PHASE #4C PROJECT# 04181.04C-15121 1[ODEL: 4EHB "2605-HAYDEN" GARAGE 81FMO: LEFT PACE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C iI DATE 02/07/22 SCALE: 1/4"=1'-0" BiIEET A1A II'-S' 2'-4' II'-4' 2'-4' 12'-0' 3052-SW 3052-SW ,ECaRESS (7.) 3052-814 ECsRE88U. NMI i� 9 3092-SN 3052- 2040-SH - _. - --- ---- - --- '�F EGRESS EGRESS I LINE OF IS' L ------ --- FLOOR EtiELOW ------------ '-0'5'-4' 2'-4' 2'-4' 13'-4' 21'-8' 1. IS'-0' SECOND FLOOR PLAN SCALE: 114 . I'-0' G ♦.•tl�O.i.•.♦w.•.•.•.•.•.•tl. w•.w♦�.w•.••!tli tlii.••• ..•w:'.tl.•.�_•.•.�.w•♦.ww♦.���tl:_i;0. i• ' ii ❖ •�a�arr.t � / '•' i w!:!:!:!. ♦ i� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngmup.mm AA #: 0003325Jl c: CA b A 0 a W I� sUHDLO. de LOT: ABBOTT PARK LOT #15 BLK #12 PHASE 4C PRAJECT# 04181.04C-15121 MoaE>j 4EHB "2605- HAYDEN" GwiswcsE s1NING: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C �ROLWw a aeoueF'la�n ,aR No a�xa� DA�PE: 02/07/22 SCALE: 1/4"=1'-0" SHEET A2 25'-4' BLDG. HGT.A, il'-4' 2ND FLR _ BRCS. HGT. I' 0' 4' BAND W RAISED—"' 2ND�� - 8'-0' CLG. 4.T.,t I - OPT. COACH LIGHT il'-4' 2ND FLR BRd's. WT. - W-4 3/4' 2ND FLR FIN. FLR/BRG.;4&- V-0' CLG._- 0'-0" FIN. FL._ Ra _ _____—_—___—_—--- C (� 5 MINE! — " _ — .■ ■■ FRONT ELEVATION SCALE. 1/4 " P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT _ 1FT -f 2ND FLR RG. HGT. BKTIIXIT OR EQUIVALENT I 1 6' RAISED BAUD (TYP.) I I _ V-4 3/4' 2ND FIN. FLR , 8-0' BR a. HGT. m ENTRY I I 4B TYP- 4' RAISED BAND I (TYP-)B' RAISED I BAND (TYP-) I _ 0'-0' FIN.. FLR. 'Y - O1l'-4' 2ND FLR BRG. HGT. ❑ I I I I 1 I I I I I — 1 I 1 1 ,�9'-4 3/4' 2ND FLR '---------'-------'-- r --' r--FLR/BRY.a. HGT. I I 8'-0' CLG. HGT. ❑ ❑ 1 I I I I TYP. I I I I � I I _—_—____------_—_—_ REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH AREA OF ATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTIIA EION AREA = 1585/300 = 5.29 VENTILATION AREA X 50, INCHES PER FT. (144( = 760.8 SO. IN. MIN. REQUIRED VENTILATION = .5% 76U IN UPPER PORTION OF ATTIC - 380.4 SO, IN. OFF PIDGE VENTILATION AREA 11S SQ IM PER VENT 300.4 /115 TOTAL# OF VENTS REQUIRED. 3.3MR3 TOTAL# OF VENTS PROVIDED 4 -AR EA OF ATTIC IS THE PERINITEROF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WAU-TO EXTERIOR OF WALL, NO OVERHANGS INCLUDEDI 1/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TOMABONRT� 4'x4' GALV. 'L 'L'-TYPE FLASHING SET IN ROOFING C@'ENT FIBEIIYaLA88 S,F41FY.+1_EB ULWDEFLAYMEW AS PER FBCR 2X fi, 2X6 6YP Pf LEDGER IV Wb.M ROOF SHEATHING THICKNESS, THREADED FOOD 32' W-. ' AS PER SHEET SNI. SECURED FER WTNIN 6' OF EACH FASTESER BCHEDILE END MAX. SET IN SIMPSON BIMP80K4 LSII-76 HKaH STR9YaTN EXPDXY 2ND FM. FLR fPER ELEVJ b' MIN EMBED. 2xb SYP RAFTERS OR ROOF PER --- I ELEvanoN MN. T/Ib' OBB BF4EA1K4ING 2X6 6YP PT LEDGER UY VJ71S,' THREADED ROD GUSSET TO BE SECURED 'o 32' OC. 4 WITHN 6' OF 2X6 MEMBERS UI( ed NAILS EACH END MAX. SET M 3' OG. • PERIMETER I'-4' SIMPSON HI5I4 STRENGTH SIMPSON LL15-26 W( (4) lodd'b 2 _0• EXPDXY b' MIN B'BED. TO LEDGER AND (2)1@Id'b TO 2xb JOIST CHANNEL FOR SOFFIT OVERHANG DETAIL ENGINEERED HOOD TRASES • 24' OL. SUBMIT SHOP DRAWING6 SEALED BY PIB�FESSIONAL ENGNEER FOR REVIEW b AND C(7MMETITS KYWOOD 61-EATHMG SEE STRICTURAL 2ND FLR 5w. W.T. - — - (PER FLEW 41 - ROOFNG AND FLASHING W/ DRIP tRlbb ITRAPo N.ID ANCHORS EDGE PER M1FR. WARRANTEEETAL SEE brFLMO Al. REWIREMENTS WRAP FASCIA WITH BREAK M IHAGONIW SOND SEAM an /TRJCNiAL bQ, 2x6 WOOD FASCIA SEE STRUCTURAL FOR FASTENERS, VENTED SOFFIT PER ATTIC GALC'S 1/2- TRCK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATION$ 2ND FLR WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE= i/2 I'-0' 144i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 E: rq 0 07 u X 2 JPo o l M F 0 S .Cn 9 m C 9MEWIV. &c LOT.il ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 MODEL 4EHB "2605-HAYDEN" GARAGE OWDCO. LEFT PAGE: FRONT & REAR ELEVATION "H" 160 MPH EXP. C i DAt'P." 02/07/22 SCALE: 1/4"=1'-0" BIiEET A3 H 5 OFF RIDGE VENT B TYR IT-4' 2ND FLR ,,SIT'-4' 2ND FLR R BG. HGT. A TYP. W-4 3/4' 2N2 FLR , I 12 ,i9'-4 3/4' 2ND FLR FIN. FLR--_-'�T 8'-0' CLG. HGT.h -----------------------------------4---- L-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ FIN. FLR ' BRG. HCaT. --_- --- _ -_-_ ENTY 0'-O' FIN. FLR40 I I , 0'-O' FIN. FLR. LEFT ELEVATION SCALE: 1/4 : 1'-0' TEXTURED FINISH FRAME DOILN FOR FYPON 12 OFF RIDGE HKTWl OR 5� EQUIVALENT ES TYR 3 1l'-4' 2ND FLR j, AI7'-4' 2ND FLR. ----- ----------. Br T. r-m• 2_m. 1�4 9'-4 3/4' 2ND FLR , ,�9'-4 3/4' 2ZED FLR FIN. FLR/Bt�s. HGT. ----- -- ----'-------'-----'------------ -17--------- FIN. FLR./BRG. HCsT. S'-0' BRG. HGT.�-0' - CLG. HGT. ENTRY- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2'-0 0'-0' FIN. FLR. _-_-_---_-_-_-_---_-_-_-_-_-_-_ _-_-_-_-_�0'-0' FIN. FLR-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 " 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 yx g a y O stmDm ac LOT: ABBOTT PARK LOT #15 BLK #12 PHASE #4C P1tOJECT# 04181.04C-15121 MODEIe 4EHB "2605- HAYDEN" GARAGE 8WINM LEFT PROM RIGHT & LEFT ELEVATION "H" 160 MPH EXP. C AA NO DRMWT 'I w 02/07/22 SCA LX: 1/4"=1'-0" elm= A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES y--y RSV CUTLET 20 AMP SNSLE POLE IIOV OUTLET nov OWLET In aF OUTLET WRIED TO ad"CN ON 110V SCUIPSIDounzr wtsum (rop1010 YL NrewrTERlTYTEIR RESEW TYPE, ag 220V OUTLET (A) ONE CONACTION yp GPI EXf. WATERPROOF OUTLET ORROND FAULT NIERIRA•tER SUIITOH SWTCH 3-WAY OPE)t �4 SWTCH 4-WAY OPER I--O uALL N1DWTEv LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR O VP PROOF LIGHT O Vp VLAOR PROOF K.4PPT ORECESSED CAN eVENT. FAN I CRT PER SO, PT. VENT.FAN ulLlutT I---- 'M VANITY PlxiT91 rePoc'e TBDARININD err YBILB WRAP ® (RECE�66ED) FLUORESCENT s uRAP • �UND AROUND [EURF.a� Psav 2'NT 4' FLUORESCE T Q 4' TRACK LWIT O PANEL sib METER • SD. SMOKE DET@CTOR GATT. =p_ YIL�1� SD. WALL sae MATT BACK-UP CARBON PIONONDS, `DT,iOTOR COMOO GATT. DAfK4P W INTER -OaFREctSD SMALL GE A DISTANCE O: NOT LESS THEN 4' FROM uk'I" MD OANT LMGHT IJ� NAMN- GAS ► TELEPHONE JACK WH WATER NEATER toll.OE.ELi iLlai D D18CONT AIR cGNDmwNw P. 111M ONE BEE AW DISCONlCi TELEVISION JACK CELING SOX PEW PIED OJ-000( TO BE SUPPORTED N ACCORDANCE IW BOX 4 SUCH FOR INSPECTION LNG GOD( GELRIG FANA.IGNT TO GE MIORTED N ACCORDANCE W( 91M WaIPECTICN ADDA 24• INCANDESCENT LI"C STRIP ¢GII0.4II 34' INCANDESCENT LIGHT STRIP nnnnnnnn 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT f� OPT. BCCIIWTY KEYPAD I"Q Pa P su-mm N POR O4FC8 IeG PORT • LOCATION OF Tv JACKS ■ FT-IONE OUTLETS ■ PANS TO BE VERB • HONEOUI ER PRE -CONSTRUCTION MEETING • ALL IS ■ 20 AMP BRANCH CIRCUITS TO BE AMC PAUL PROTECTED PER ELECTRICAL PROVISIONS OF FECR TTH 4 210a �rt EDmON • MP DEDICATEDAUN DEDICATED CSU • O - IS 4 POTC 19 • ISLAND (NOT IOTO&N CIRCUIT) D1 NN • DAS14WSFER DIS ELOCKOUT TO BE LOOCOAt N PANE. UST FAN OOII FAN t0 ECTRAVE MN CAPACITY OF • 50 CP INTERMITTENT SO QN7 NTEIO'flTTQ1T PER ELECTRICAL PROVISIONS A SECTION MSOT9 W!1m(20m). • LAUNDRY ROOM BRECEPTACLE SMALL BE CROWD FAULT ORO)IT-NTERRIPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FIRM ITN ED (20201 • ALL WOW TO CO'PLY WTN ELECTRICAL PROVISIONS OF THE RSCR ,TN ED ag= T ips Of LIGHTING MUST BE EIVICIENT TTPE PER EFFICIENCY) 2020.,fh EDITION R404N METER FIELD VERIFY LOG. IRRIGATION OUTLET • 48' APP. • 8 BOLLARD AS REQ PER BLDG. CODE DOOR I KEYLESS FIXTURE ll GPI 9B GARAGE DOOR PREWIRE GARAGE PATIO F----------� n I I 9 I � I DINING j ROOM — I I , I I GFI I L I SIUITCH IN I CABINET I FL\ ` WI I I KIWI OUTLETI , _- FOR DWI I _ _ `� I III`,` ' GFI � F � PAN. I 5® i REF I! III \ � III T}f V V FOYER \III FRE-WIRED III CLG FAN � III WM PRE -WIRE Cl FAN TO 2ND SWITCH I I I _ I I GFI . 44' AFF. _—_____ _.—_ ---- COACH LIGHT FOR VENT OR MICRO WP 150 AMP ELECTRICAL RISER / ) P.B. FOR I is-IIME5 ' I NOT TO SCALE. GENERAL NOTES. A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WTN ELECTRICAL PROVISIONS OF THE FBCR TTH ` CODES, AND ALL LOCAL POURER COMPANY REC IREMEN — —PORCH — — — — — — — — — — — — — A ALL CONDUCTORS SHALL BE TYPE THHN/RIUN UNLESS NOTED OTHERS116E. FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4• • F-0' -3 -3 I,-3. \) I I I L I LED LIGHTING ® SINGLE LAV. BATH 02 POUER COMPANY TRANSFOWER GRADE PROVIDE 34/0 CU, THIW • 1% CU IN2' CONDUIT OR 3 4/0 AL, TWIN .PIS CU IN 2' CONDUIT OR 2/0 AL. SER. (CONDUIT TO TEP61NATE ABOVE SOFFIT • OVERNANw GOMBNATION SERVICE DISCONNECT SWTCN AND M ELECTRIC METER IN NEMA 3R ENa.CSURE E0A/IP MCB TELEPHONE ENTRANCE SERVICE SNITRANCE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE SO AMP, 120240 VOLT, I PWASE SECOJD.ART-- 114 CU SERVICE GRIOU ID (DONNECTED TO PROVIDE ELECTRICAL SERVICE. 3 M CR OPPECCU) IN CONCRETE ENCASED POOTER STEEL PER O 1-1/2" DIA S$DULE 80 PVC CONDUIT OR PROVIDE 9 ELECTRICAL PRONB VSICOF TFE PKR TN 4/0 ALUMINUM (AL) M 2" DIA SGFEDULE 80 PVC EDITION C2020). CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITFI T1 E ELECTRIC rI...AX 8 FT LONG COPPER GLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77449078 FAX: 407-774-4078 www.abdesign"Oup.com AA N: 0.25 r h Q m a sU13DIV. Se LOT ABBOTT PARK LOT #15 BLK #12 PHASE 4C PROJECT# 04181.04C-15121 MODZU 4EHB "2605- HAYDEN" GAP -AGE 8WING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C D � 02/0 i/22 mcALE: 1/4"=1'-0" s143= E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e OSV CUTLET 20 AMP SINGLE POLE NOv CUTLET N OF Wn.ET WIREDTO NOV OUTLET StlITO( �GFJ IIOV OUTLET EOIP® NIGNN' FAUL RRBSTANT CTM) I1E91BTANf TTPE) 220V OUTLET (4) WRE =NECTICN —q_ ar -rt-J- GR EXT. WATHUTRDOF OUTLET IN ROND FAULT R I'MINV PIER SIUITCN OIUTCN 3-WAY OPER. W4 SWTCM 4-WAY OPER WALL MOUNTED LgNT CEILING LIGHT © LED CLG 1.04T LED VAPOR O VP PROOF LIOMT @ Vp VAPOR PROLE LIGHT @ IUD CAN eVENT. FAN I CRI PER 8(3 FT. VENT. FAN UNLk7NT I GFi'T PER Sa FT. V L FIXTURE fSFLCY TOO DT DUILDER) R.UOQFBGENt 7-BULB URAP ® II3MTAROUND (RECESSED) FLUOIIEBC@1T 2-BUILD TRAP (SIIFNFACE MIT) AROUND �� Y R.UIOIWBGM 4'""ORESDENT t' rRAac LIONT O PANEL own METER O S.D. B•lam DETECTOR GATT. DAIX-It wJjAmpqm SD. WALL MaMID —am BA am DETECTOR ® $1co CAgpON B' DEO1° CQTSO BATT, D.G'tP ITV rttlERcaN>ECTED SMALL BE A DISTANCE 6 NOT LESS THBJ v FROM WALL PISIDANT LIGHT (J� 17/ NANRAL OAS T ► TELEPHONE JACK DATER HEATER foNITfON 9E 6L OL ID= DISCONNECT, MR OA4OmON O 7 UNO. �'U'W ON DISCONIECT TELEVISION JACK CELNG DOX OJ-BOX TO DE !II'PORTED N ACCOIIDAMC& UY I MAIIMD AS SUCH FOR CELL. Box CEILNG FAMA.NNMT TO BE SUPPORTED N ACCCODANCE IY BOX MAIVMD AD SUCH FOR 24' I MONDSOCENT O Lki/ff STROP pnana>x 36, INCANDESCENT LKaHT STRIP nnno AD'INCANDESCENT Llow STRIP FLeco LKMT KP OPT. affamou T I'ZYPAD FB I— PUSII-BUYON FOR CHUTES USB PORT • LOCATION CR N JACXS L PHOI'E OUTLETS 4 FANS TO BE VERV4 HOMEOUIEIR PRE -CONSTRICTION T EETNCL • ALL B • 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF RICA TTN EDI7IDN (9020) A NEG 21017 7eTi EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CJRCWT) • DIStIIAS ER DISCONNECT TO BE LOCKOUT N PANEL • BATHROCI'T EX4IAUST FAN TO WAVE MN CAPACITY OF SO co" NTEIO'7ITTENT PER ELECTRICAL PROVISIONS OF SECTION MIS013 FDGR TTN EDI (20201 • LAUNDRY ROOT? MD DIaFUNSFER RECEPTACLE SMALL BE GROWW FAULT CIRIGIIT-NtERUtl1PTER PROTECTION FOR PERSONNEL ON FEEDERS • UNRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PIR"GIONO Cr FBCR TTH ED QW01 • ALL WDRC TO COMPLY' UNTM ELECTRICAL PROVISIONS OF THE FBOR TriJ ED Itetel • AL.L LAMPS SMALL BE aFT e1Ter• BT BUILDER AND rim BE FJSL BHffil' CONSERVATION (I�SIDENiIAL ENEIE �FICIDJCT) 2010. Tlh ®mm RA" � i L----------------------- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' = I'-0' LED LIGHTING @ DOUBLE LAV. BATH -3 KM Al, r mw m%);j 5 LED LIGHTING @ DOUBLE LAV. BATH 9 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774SO78 FAX: 407-774-4078 w .abGesigngrouP.com AA S: 0003325 m � D y c os� lei C i Q Q Q 5 [3PROJECT# URDIV. k LOTABBOTT PARK LOT #15 BLK #12 PHASE 4C 04181.04C-15121 MODEU 4EHB "2605—HAYDEN" GARAGE $WING: LEFT PASECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C J DAT�Ec 02/07/22 BCJ =.— 1/4"=1'-0" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • I'-0' L------------------------J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . I'-0' LAV MAIN PLUMBING RISER .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www,abdesigngmup.com AA #: 0003325 n h o � Ise a n ys y O g® v p Q m 9uBDrv. do LAT: ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 moDsm.: 4EHB "2605-HAYDEN" GARAGE 81RMG: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C ROLAA ABOOCK937231 A � A AR NO 93723 J psn'" —7' DATM 02/07/22 9CA=: 1/4"=1'-0" 8*EM= P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB l MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLA55 I AIR DUCT AS PER NFPA WA 2-3.1 4. FR_W AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5, ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, ASF LL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 'ITH EDITION (2020) MECHANICAL CODE 603J T. BATHROOMS CONTAINING SATHTU56, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR HAKE -UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS WALL. HAVE AN AF ROVED 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 FBG 1TH EDITION (2020) MECHANICAL CODE SECTION 607. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 DEF 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 I WAY DIFFUSER — SOLID LINE. 641PPLY TRUNK BROKEN LINE. RETURN TRW l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN • L*WT O/A OUTSIDE AIR ® TFERI'10STAT ED PASS-THRU AIR GRILL NOT ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUMjtREFRI, ETURN ON AND LIQUID AIR SUPPLYERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3/K'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL AIR HANDLERIOR WALL VG CONpENSATE DRAIN LINE SECURE STRAP TO WIT W/ (2) EVAP. TRAYLEEVE t0 LINES BELOW SLAB 4' CONCRETE SLAB '8XI 1/4' WT. MTL. SCREWSREFRIGERANT LINES TO CONDENSER UNIT PLATFORMCONDENSING WIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN DRAM, PER ITH EDITION FBCR TTH EDITION (2020) MECHANICAL BLDG. CODE NOTE: MAIN COND. DRAIN 3/4' DIA SECTION 301Z.4 OVER HEAD a 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL BRASS PLUG —� FITTING OR EXTENSICN TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OPTI/SPEG FLOOR SLAB CLEAN -OUT (T COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TY�PN. )) DO- ---------� I TVVA1 FROM KU�M BEDROOM 12 AB0VEI l II j� 12X8 1 — — — — — ----------+------- -------Xm6 12X@ P BATH � IjII I III C ---5 XI I K I I I I KITCHEN I I TOR. I I I I wH o 1=---__� PAN. OX 12" S' 5/A FROMABOVE ul i m , ��9X9 I Ij. I I FOYER 'III FLEX III III III FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA & 0003325 x � n U s � � o i n i 1 15 9 Jj StMDIv & WT: ABBOTT PARK TAT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 MODEIu 4EHB "2605-HAYDEN" GARAGE gVrMG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP.NO C DATTE: 02/07/22 SCALE: 1/4"=1'-0" BIIEET M1 L------------------------J SECOND FLOOR MECHANICAL PLAN SGALEs 1/4 • P-0' I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 � 1n 8UHDIV. & LOT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJZCT# 04181.04C-15121 1[oaffiL: 4EHB "2605-HAYDEN" GARAGE BVrMG: LEFT PSECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C PRINT DATE02/07/22 BCALB: 1/4"=1'-0" B*EM= M 2 2X4 TOP PLATE PLAN PRE-FAB TRUSS 1/2*CLG. BOARD__-zm 1/2' DRYWALL Y%)r- SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX FIN. PLR 2X4 WOOD STUDS •24' O.C. TIONS SUPPORTING HUNG PLUMBING RES AND WALL 1ETS SHALL BE NOT THAN 2X4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. (2)TYP. INT. WALL (NON-BRG.) Di SCALE: 3/4'.['-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.LL ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 TYP' 17 ELEVATIONS VENTED SOFFIT I f I f 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/0, GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24' O.C. 8' CMUJ 1/2' GYP. ILL. BD. - WOOD BASE — 0'-0' FIN. FLR _ HK ° e "n W/ WINDOW OPENING H S' PIA. SLEEVE, DO NOT CUT RESAR SOND BEAM NOT CUT SOLID GROUT THE BOND W/ llj� s BEAM (2)COURSE - REBARB 2A PIPE THROUGH BOND BEAM D1 SCALE, FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR ° M.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICr, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1T14 EDITION, SECTION R301.13 AND 160S.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (5'�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'4-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE If OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 2B GAS LINE THRU BLACK D1 aura. vr— _ I _ i!40�O�TiTip0000�i$ X ,i raLv. ersL °O°R rwarl, naAcrc ewnaQte ■Aetos<D to vooD uro rElse PI�)O{Y-r 6ALv. eteel &ASSeAD DOM AM'ROVAL RCO. � TRAGIC 1' MRL BY OT M NNR PASIENBY eLIDa TRuu Rocn ARAMr0 SRAZNZTS AP- BWL a,rr�aOvaL Rea 3 _ GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 OFF 24. OG. MAX WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE III/ (2) 12d NAILS AS PER FBCR W511. AS PER FBCR WDJJ. • EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICIOIESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL DRIP EDGE 2x FASCIA PER MAX FIRE -ENG UD. TRUSS aX 2x FASCIA PER ELEVATIONS O. ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT, 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNL SECURE PER ON SHEET SNI F'ER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/8. GYPSUM BOARD OR 1/2' ON SHEET SNI. VEEP SCREED HIGH STRENGTH C-G. BOARD PRE-ENG. GABLE TRUSS 2x P.T. SECURED PER WEEP SCREED STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' THICK, 2 COAT PORTLAND CEMENT .1/2'GYP. WL. BD. 8, Cl`1U PLASTER APPLIED WOOD BABE DIRECTLY TO MASONRY 0'-0' FIN. FLR . — 0'-0' FIN. FLR 8' cm a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 AND 1609.5.1. W/ WINDOW OPENING TYP. WALL SECTION A B NO OPENING NOTE: 6 1-STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE INSTALLATION OF ROOF D1 SGALE.3/4*.1'-0'--ERLAYMENT IN AGC.ORDANGE WITH FBCR 905.1.1.1 OF THE FBGR 2020 1TW EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE Iv LINDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngmup.mm AA & 0003325 14 n 03 m gg J X Swan►. ac LDT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 1[ODEZA 4EHB "2605-HAYDEN" GARAGE 871IIJ6: LEFT PACE: DETAILS 160 MPH EXP. C I DATE: 02/07/ 22 SCALE: 1/4"=1'-0" 8Ei1EET D1 FIBERGLASS SHINGLES FIBERGLASS 514IN630LES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR WS.U. AS PER FBCR WS, U. ROOF SHEATHING ROOF SHEAT14M THICIQJESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET W. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG I.I.D. ER PRE-ENG WD.TRUSS_ 24' O.C. MAX. LEVATION 24 O.C. MAX METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CA'LCO FOR VALUES VENTED O.H. 5/9 GYF'8UM BOARD 2x FASCIA PER ELEVATIONS GOFFIT TYP. OR 1/2' HIGH STRENGTH CUG. BOARD / VENTED_ I Ix2 FIRE -STOP SOFFIT RE�E STRUCTURAL -4U INSUL. REFERENCE STRUCTURAL w WINDOW ATTACHMENT A6 PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL z 3/4' T • G SUBFLOOR 1/2' THICK 2 COAT IK GLUED AND NAILED 1/2* THICK 2 CAA7J PORTLAND CEMENT AS PER NAILING SC SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO zw DIRECTLY TO MASONRY m MASONRY R IX2 FIRE -STOP LEVATION 0(2 FIRE-87GP-- SEE STRUCTURAL SEE STRUCTURAL- R LEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R _ _ EVATION 1X2 FIRE -STOP IX2 FIRE -STOP R-4U INSUL. w w WINDOW AtTAGHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL Ox TYP. m w w BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP 3/4' T ! G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R ?pKr=VATICN, Y,�-PER EVATION 5/S' GYPSUM BOARD OR U2' W*H STRENGTH CLG. BOARD R-4.1 INSUL. 1/2' THICK 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORiLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS 24' OG. DIRECTLY TO ASSTRIPS • 24' O.G. MASONRY S' CMU MASONRY S' cm 1/2' GYP. WL. BD_ 1/2, GYP. ILL. BD. WOOD BASE WOOD BASE IX2 FIRE -STOP DO FIRE -STOP a. a: a a 4 n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.mm AA S: 0003325 a m k CA a y e _ _ ABBOTT PARK LOT #15 BLK #12 PHASE #4C pno"=T# 04181.04C-15121 MODE71 4EHB "2605-HAYDEN" GARAGE 81FMG- LEFT PAGE: DETAILS 160 MPH EXP. C r,zL 2X6 P.T. • CENTER OF DOOR 1 EADER SECURED WV (U 1/2' X 8' J-BOLT W/ 4' MN BMBEDMIEIT W/ 2' X 2' X VW WASHER t NUT OR 6' ANCHOR BOLTS Ul/ 2' X 2' X 1!8' WASHER 4 NUT 99 2x4 TO SILK W V4'TAPCONS 1 1/2' 15MBWD 8' OC, 4' END DIST. I in, EDGE DIET. E $1D 2X6 GARAGE DOOR BUCK SECURED W/ (6) VT' X 8' J-BOLT OR ANCHOR BOLTS, UV 4' MN E MBEOMENT, W/ 2' R X 2' X V8' WASHER 4 NUT. (1) WITHN 8' OF TOP, (1) WTNN 8' OF THE BM, N (3) EVENLY SPACED. B 0 NOTE& ALL ANC 40M SMALL Be N ACCORDANCE To MANFACTUREWS INSTALLATION INSTRUCTIONS UNERE FiIYA! NRTIeI(.il!]INR ARF 1"Y]G!= RTQIWiNT GARAGE DOOR QBUCK ATTACHMENT D3 ec4le w•-re B' cm 1/2' DRYWALL 1.4 P.T. OR 9/4'X4' MN SECURE THRU FRAME 4 ❑ I'X4' EXTEND I-V4' INTO P.T. NAILER BLOCK W/ 3/16, TAPCONS DOOR CASING MN SNAK SIZE J46 MIN, WEAD SIZE 900 MR EP18EDMENT I -VA' WITHN 8' OF EACH END DOOR JAMB OR WINDOWt IS' OC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" AWINDDOW TO BLOCK +3/4" OR +5/4" 2X4, 010 SECURE TO BLOCK W/ 3AW TAPC0W (MN. SHANK SIZE J45 MN READ SIZE JAM MN EM15EDMEfT 1 114') WITHIN 8. OF EACH END 4 b' O.C, MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3/16' TAPCONS MN SHA , SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 8' OF EACH END 8. cmWIh1IN t W OC, MAX SPACW- V)' DRYWALL 2X& ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING MN SHANK SIZE J46 MN WEAD SIZE 3CO MN EMBEDMENT 111W) WITHIN 8. OP EACH END 4 W OC. MAX SPACING. DOOR JAMS OR WINDOIU ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" (WINDOW TO BLOCK +1 1/2" 3/4 PT ESUCK 114' SHIM rMV —IV 0 Z INTERIOR EXTERIOR 3/4'X9' eRECE98 3/4" BUCK CONNECTION PTO BLK DETAIL DETAIL 2X4: SECURE TO BLOCK W/ 3/I6' TAPCONS (MN. SWANK SIZE J46 MN HEAD SIZE 300 MN. EMBEDMENT 1 I/4') WITHN 8' OF EACR END 4 W O.C. MAX SPACING. 2X6: SECURE TO BLOCK UM) 3AW TAPCONS MN, SHANK SIZE J45 MN. HEAD SIZE 300 MR. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CMU AX BPACINCc 4 b' C.C. M2XS. tW DRYWALL CM SECURE TO BLOCK I'X4' WK2) 3/16' TAPCGeb P.T. NAILER MRL SWAN, SIZE J45 1/16' OBE. X 4' MIN. MN WEAD SIZE 300 MIN. EMBEDMENT I V4') DOOR CASING WIRJN 6' OF EACW END 4 Is, OC. MAX SPACONY DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOM SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" ��Do011 TO BLOCK +1 15/18" 2X4, NE SECURE TO BLOCK W/ 3A6' TAPCONS MN 5 44W SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE t SECURED SECURE TO BLOCK TNROU644 NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16• TAPCON MN 1-1/4' MN SWANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD 61ZE 300 MN EMBEDMENT 1 1/4•) WITHIN 8' CIF EACHEND CM 6' C 4 b' OC. MAX SPACING. I/U' DRYWALL 2X8. T SECURE TO TO BLOCK I 'X4 ' W/(2) 3/IS' TAPCONB P.T. NAILER N (M6RANG SIZE J46 MN READ SIZE 300 DOOR CAGING MN EMBEDMENT 1 1/4') H END WITHIN 6' OP EAC t b' OC. MAX DOOR JAMB OR WINDOW ATTACK TO 2X PER MANUFACILIR68 DETAILS. NOTE: 5WM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" /:.1wINDOw TO BLOCK +2 1/4" 2X4:1$I SECURE TO BLOCK W) 3/16' TAPCONS (MIR SHANK SIZE J45 MN. HEAD 812E 300 MN EMBEDMENT 1 V41) IITWN 6' OF EACH END 4 IS' = MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPO" (MN. SWANK SIZE J48 MIN. NSAD SIZE ° O MN EMBEDMENT I VW) WTTNN 8' OF EACI END 4 18' OC, MAX SPACING 2x& CEO SECURE TO BLOCK WK2) W*' TAPCONS (MN SHANK SIZE J48 MIN FEAR SIZE 300 MN. EMBEDMENT I V4') WITW N 6' OP EACH END 4 b' O.C. MAX 6PACNG.— NOTE: SWUM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') e• cm W, DRYWALL CELL TO BE POURED SOLID W/ 2A00 P61 CONCRETE RESFORGED WV (1) -8 VERTICALLY VX4' P.T. NAILER -IA6. OAM X W MIN. —DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACWRES DETAIL6, DOOR JAMB 3 TO BLK DETAIL 2X4 III SECURE TO BLOCK W03/16' TAPCONS (MIN. SWANK SIZE J45 MIN. WEAD SIZE 300 MN. EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 18' OC, MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. 6MAMK SIZE J46 MIN. WFAD SIZE 300 MIN. EMBEDMENT 1 1/49 UpTNN 8' OF EACH 6• C cm t b' O. MAX SPACING, VZ' DRYWALL 2X& SECURE TO BLOCK Q 17C4' WK2) 3/16' TAPCON6 P.T. NAILER MN SWANK. SIZE .145 DOOR CASING MN. HEAD SIZE 300 MN EMBEDM9NT 1 114•) WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" n wT * Tn uTnrr( +a" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS MN OHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHN 8' OF EACH END 4 b' O.C. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 1/4' TAPCONS ("N. SWANK 812E J45 MN. HEAD 812E 300 MIN. EMBEDMENT 1 I/4') WITHN 8' OF EACH END b' OC. MAX SPACING. 6, CM 2X8: ® 1/2' DRYWALL SECURE TO BLOCK I'X4' WK2) V4' TAPCON6 P.T. NAILER MN. SHANK SIZE J45 MN. HEAD SIZE -%M 1/16' BBB. X 4' MIN. MN. EMBEDMENT I 1/49 WIT14N 8. OF EACH END DOOR CASING 4 b' OC. MAX SPACING, — DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN FACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" /�1RNDOlf TO BLOCK +3 7/18" 2X4, ® 2X4: 6ECURE TO BLOCK W/ SECURE TO BLOCK UV 3AWTAPCONS (MN VA' TAPCONS MN SWANK SIZE 145 MN SWING SIZE .Wb MN WEAD SIZE 300 HEAD SIZE 300 MN EMBEDMENT 1 1/4') MN EMBEDMENT 1 1/4') WIT14N S' OP EACH WITHIN 8' OF EACH END 4 18. OC. MAX END t b' OC. MAX SPACING. NOTE. STRUCTURAL 2X MUBT BE 6PACWX NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THRICUG" NON-STRCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TAPCONS 3/16' TAPCON MN 1-1/4' W/(2) V4' TAPCCNS (MN 3AW TAPCCN MN 1-1/4' MN BRAN, SIZE J45 EMBEDMENT INTO BLOCK SHANK SIZE 345 MN 1' INTO BLOCK MN HEAD 61ZE 300 NEAP SIZE 300 MN MN EMBEDMENT 1 1/49 WITW 'ENT 1 V4') WITHIN 8' OF EACH END 8' C1J WITHIN S' OP EACH END 6' Cm 4 IS' OC. MAX SPACING. VY DRYWALL 4 W O.C. MAX 6PACNG. V2' DRYWALL 2X& ® a I'X4' 2X& ® I'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER UV(21 3/16' TAPGON6 DOOR CMRNCa WK2) V4' TAPC0M I' P.T. X 4• MR OHAWK 61ZE .W5 MN SHANK 61ZE J46 MN HEAD SIZE 300 MN WEAD SIZE 300 MN EMBEDMENT 1 V4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 V4'1 DOOR CASING W114N 8' OP EACH END MEMBER UVl2)12d WT14N 8' WITHN 8' OF EACH END 4 18' OC. MAX OF EACH END 4 6' TOO' OC. MAX t W O.C. MAX SPACING. SPACING - NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" F DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" `WINDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327W PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.com L AA #: 0003325 0 h a 0 U � a 01111 SU13DIV AI: IJOT: ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 "ODE24 4EHB "2605- HAYDEN" GARAGE SWING - LEFT PAGE: DETAILS 160 MPH EXP. C AIR NO W723 j DlttNT .1 ATE: 02/07/22 SCALE: 1/4"=1'-0" NDZEET PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL A MANUFACTURER CATEGORY DESCRIPTION V C�� EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 1387244 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/31/20U 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/207.2 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 20/22/2023 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 214965 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/202.2 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 10531.26 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCES ROOFING ROOF TILES 2020 FBCR 12/31/2023 26S03.1 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 1767626 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/2025 644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 76.10 MI WINDOWS & DOORS SINGLEHUNG - 2020 FBCR 8/28/2022 332.9 P MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020FBCR 12/32/2024 353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 353.4 MI WINDOWS&DOORS WINDOWS VERTICAL MUWONS 2020 FBCR 12/31/2024 969.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/32/2022 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 2020FOCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/32/2022 2395SA 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/SIDELTTE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 12/31/2022 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING Single lite EXT. DOOR 2020 FBCR 12/32/2022 107582 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING -RHINO U20 ROOFING UNDERULYMENT 2020 FBCR 12/31/2DZ3 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 20477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 131922 JAMES HARDIE BOARD PLANK 2020 FBCR 12/32/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 22/32/2023 29902.2 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30330-R2 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR S/21/2022 FL 15272.1 ALSIDE'2T' VINYLSOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 1S272.2 R5 ALSIDE ALUANCE T4' VINYL SOFFIT SOFFIT 2020 FBCR 22/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED 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 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com L AA A 0003326 N W 4 rn � m 4f �C C 111.3 sUDDiv 410 IJOTI ABBOTT PARK LOT #15 BLK #12 PHASE #4C mmim 18104C-15121 3JAODZU 4EHB "2605-HAYDEN" OAIL"M 111VU4M LEFT PROM PRODUCT APPROVAL LISTING 160 MPH EXP. C ARCHnracr STA OF A 1 ROLA D A ABOUCHACRA AR NO 93M 13ATM 02/07/22 ■CALDt 1/4"=1'-0" w1cm T D4 Ol WLD NNIm . R. Aon I O I-- pt. A 2. CREASE • R. D A CNEALE • R. C ® KIC KO UT DETAIL OLR%D NWYO. R.A 2. CFEABE • M. D ! QQABE . R. L AMLDR.CO ft R. D ILL R. c TOUCHES WTTOM RMIGE RANU "�A""° WAT®R Afi1T SEAL TOLD. Qp �• TNIO� 9 COAT CEMENT PLASTER TA7MB). W 2 COAT C 010C FLAeme raw BR5 LAYER Q, FORTN5ER BULOW. PAPER O#Ama r) Um LAYER q, STUCCO URAPO a1.Y) WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 E TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASI- Ws rq (NAIL TO ROOF DECK, NOT nrA WALL SHEATHING) rA CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT �OV�LRANdL�IN6 R.dNBE, STOIC BFRlGL1:6 /,,a 0 Y) TRAlU! at C111 mcteaae \I ROOF ' Sod! UYYL R.ABUM 0 mil BWTOt TtlHT BRAL (a�0 a! �{(� Ba.oee oo tbT alT) aaa� NSTALL «bran nAea2a, ar eoTra+a irnr � ow.t NIOeBCGTaiD c.BaA WAP ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LATER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER ...... — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING 6ELF-ADHE51vE FLASHING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84l-14a, MIN. 2.5 L55. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744BO78 FAX: 407-7744078 www.abdeslgngmupmm AA A: 0003325 F W h � C s� a 8UDDI`1. & X.0 ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 MODEL. 4EHB "2605- HAYDEN" GARAGE 8WING, LEFT PARSE WALL ASSEMBLY DETAILS 160 MPH EXP. C I FIPRMT 'I DATM 02/07/22 BCAI.E: 1/4"=1'-0" 8 WA1 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/lro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION RZ03.11 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF WOM SHEATHING FLASHING LAYER h, UNIT stucco WRAP LAYER Q, FORTIFIBER PREMANUF. DRYER 15WWLDNG PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD T/S' TEXwo -FM118N GONSTRJCTION .: . UpOD fm FASTEN TO WOOD STRUCTURAL SEALANT s MEhBER • 7• oc. MAX TOP 4 SIDES a a� N,eEP s' t0 K�' MID -WALL zu 6B DRYER VENT (BLOCK) a.:a F1 F 6' WIDE STRIP SELF ADHESIVE FLASNNG, CLEAN MASONRY I3I9;0RE APPLYNG BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE— FLASHMG (INSTALL PER MANLF. SPECS-) BUILDING PAPER WDER 'QUICK FLASH' VENT PENETRATION ti SCALE: N.T.S. ELEC. METEF VERIFY LO fi1CCH I V I -r-L'=IYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM Al ­­ R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING STEP #1 APPROVED HOUSEWRAP BELOW CUT 5=4 NO MEMBI ENTERS APPLY TO I E V - - - FNISI• MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER "I, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF-ADHERIW3 FLASHINCs OVER APROVED HOUSEUIRAP �l WRB LAYER 01, STUCCO WRAP MEMBRANE FLASHING WRB LAYER "2, R>RTIFIBER BUILDING PAPER STEP #3 STEP 1*4 ELASTOMERIC COATING OVER `. STUCCO/ Cm. FINISH APPLY E-Z BEAD '�.•i (SEE TYPICAL WALL OVER 60 MIN + SECTION) GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AMC) INTERSECTIONS STEP #5 STEPS OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 P14:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Ci O �pp gq p O p _ 5 svHDIV. de IAT: ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 moaEz< 4EHB 2605- HAYDEN" GARAGE SIVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 1. 160 MPH EXP. C DA 02/07/22 SCALE: 1/4"=1' — 0" 8HERT VV A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - l 2 v2 CORNER BEAD (FASTENER 4 SPACING 6 "I' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA p: 0003325 h SVHDIV do IAT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 bWDEIc 4EHB "2605- HAYDEN" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Rnvr R 02/0%22 1/4"=1'-0"A3 Tya c T!d"il0" WOOD SNEATNM. Q!AT1ER RESISTIVE BAR121ER q i LLEATNER RES NE 5ARRNER 7 94' X I & LA slow. (� \ 66'' SELF-ADHERMG W SELF-ADNERM. fL FLASNM. L \ ; < I WEAT IM W60TIVE / \ ` BARRIER M STARTER STRIP POEALOOPENadG OR / \ GFILF-AIDWIRNG PASWM GALV'D METAL .ALV'D METAL 'Z' FLASWING Z' FLA514NG pa NpT C311K aR IYi X 6' SMILATED YIOOD TWM MEMbEIR WCASING � Y' X 6' &MULATED � IWOD TRM MEf'ElER CAP livcdaJONS. aR APPROVED SEALANT s� OdSwG SIDING TO STUCCO 0 BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO 5E PER SECTION R103.7.1 / ASTM C-841-14a, MIN. 2.5 L5S. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7111ro' ZIP WALL SHEATHING i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F Q h a" O avHDIV & LOT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT/ 04181.04C-15121 WODEIe 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ROLAPD A ABOV"CRA AR NO 93723 DAA � 02/07/22 SCALE: 1/4"=1' -0" SFIEET WA4 AVAWIEVIES ♦', 6'ANDtP CARE N—I SE TANN IN KEEPING TE WW �Y ALI(NEO. VEMPPE Ib SEAIED ff UIIUgD. NNL W F sHONN Wa'GAIVAN�D W USRG 1-V<'KWUATEACN CGRNEEEG I $II*WIff SH R BEAMD WIV SHE EOGEb IEMTE OUTEREDGE ND TIEENUREPERIMETER Ab CMOUTTIIE CADSENECKYEMOPENING IN TIE ROOF 01NA RECOMAENDED IN SEVERE HEATHER COASTAL SHEATHNG. SIZE 11E OPEHNG IN ACLOROgI1LT WIH TIE CONSTRUCTON ZONES. CIWMbMOAtI. W THE EVEMA MECHAHCAL VEM FAN E USED, bRE TIE VEMOPEHNG IN ACCORDMICE WM V EM FAN MANUFACNRE'S PIPING CONIECIION Wstrsucndu^. DONDT CUTIMOIRUSSEb OR RAFIERs WEN CIfITING TH: OPEHNO W 1HE ROOF. I'-" ROE INIERFEPoNG bHNGLE NPIIS ARDIA'll THE PERNEIER CFTHE OPENRiG 50 TIMTTHE NWNG FIRNCE OF T11E VEMIAYS FIAT TO THE ROOF sNFAT1NG. SUES TOP ANDbEEFWIDEsof THEVEWw ESm bHNCiEb.ALLCwT1E 801TOIA VEMFUNGES IOUV ON THE TW OFTHE SHNGLEb. YYY ROOF HOOD VENT DETAIL SGALEI N-M OR NOUENBPA AT 46- AWLE MODIFIED -I- a N /IOUBNRM LNE OF WNDO OPENNG APPROVED NO SNRAP OVER SFEATHNG OVER " UD STUD WALL STEP 1 WTALL 6'— SELF-ADIERMG RASANG OVER NAILM FLAMM JAMBS EXTEND PLASHM MN I' CFLO I BILL FLEXIBLE FLAS14ABHNG DO NOT SEAL BOTTOM FIN malMo TEMPORARILY POLO4P a 8EC WOLGM~ (O TICK FLAP UAL at LEAD FOLD NOJBN.I N AT JAMOGt SLOPE BILL R STEP 7 ASPHALTPUHIICCEMEM MOIDEO AAOUND BASE OF PPEANO P/ERftM1DE U/ W. EDGE OF NLL RO. I'EONMIKALLY FASTEN PAAlED EDGES. (CAP NAILS, STAPLES) 11,16TALL DUPONT PLEXIRA P AS TL PLAAWM AT TE FOLD bIGA9EURAP Dam a TAPE DIAGONAL CUT a A0111066 HEAD OF USDOW PLUMBING VENT DETAILS SCALE: NTS AMp6 AND MEAD IPPLY TO SNACK < SIDOU NAILNG LANCE N LIE UV 'ICE-FtNO ED cue OR SLOTS. WITALL 6' ANON ADIESIVE - SACKED FLEXIBLE PLABNIY MATERIAL OVER DRIP CAP JONT (PROTECTO-~ BT-70XL - EOUN) STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) 5GALE: NTS STEP 4 FOus"Nolt 1MBMBR@E F'ER -1 OVER JOMT 38' WDE VILLLEY R)15HI1G SpIGRHEAVER FELT UNDERUVMEM gbPHALT -� =\_ �SHINGU:S TRNMEDY BACK FROM VALLEY CENTEAUNE I. IT 18 TLE CONTACTORS RESM"ISILTY TO VERIFY ROOF VALLEY DETAIL T 4E CO AP. SEAILANTS • e PRODUCTS % TME`Q'AP.GEATY TGOF AS LF-AO '"CLIaEG SCALE: NTS FL.ASNN(a MATERIALS USED DURING CONSTRJCTIOI 7. WALL ALL MATERIALS PER MMLFACTUFEeD U UMN 8PECWCATICW SEALANTS MAY REACT ADVERSELY F NOT ATmLE GLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW IPA POLLOWINCs COMPLETION OF EXTERIOR RETROFIT WORK TIOTE: REPAIR SCHEME SHOU)N SHALL BE IMPLEMENTED AT ALL WINDOus WITN EVIDENCE OF WATER INTRUSION 5ELCLU T t WMDM OPENW. SEAL INTERIOR PERIP-MTER OF WINDOW WITN SEALANT APPLY 061 WU (0 E IA.I SEALANT a WP4pOWA7'U JONT, FLUID APPLIED FLASHNG(LANCO WHITE -SEAL RC-88 OR ECUALZ SLOPE SILL TO EX NOTE, L IT 16 TIE CONTACTORS RESPONNBILTY TO VERIFY T7E COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS .SELF-ADNERNGa 0LA6NlYs MATERIALS ED '., USDURING COINTRCTION 7. PLASWNCa AT EXTERIOR WIDOWS AND DOOR OPENNDO SHALL BE NSTALLED N AODCROANCE UATN MANUFAC71YEIM 06TALLATIOJ INSTRLWMONS AND APPROVED METHOD U OF FBC R103A u N ACCOIIOANCB WITN FENESTRATION MAPLFACTURERY N6TALLATION AND R-46HM UUSTNCTICM, IUAffillffia SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com 46 AA #: 0003325 y 0 w C ffi ffi p A c N W E SUDDIV. & LOT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 MODELS 4EHB "2605- HAYDEN" GARAGE 81/ING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ESSSR DA�PE: 02/07/22 SCALE: 1/4"=1'-0" SHEET WA5 \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE It` I\ 1/5' TEXTURED I FINISH 6 WOOD t �� 1/2' TEXTURED FINISH 0 CMU ! METAL FASCIA WRAP Ys' FROM STUCCO, I' FROM WOOD WALL \\ EXTERIOR WALL (FRAME OR CMU) 1/8' TEXtURED FINISH s WOOD, IR'TEXtURED FINISH s CMU METAL LATH 7 METAL FA8CIA WRAP { UIOOD SHEATHING J OR CMU UIRB LAYER'i, STUCCO WRAP(FRAME ONLY) U RB LAYER 02, FORTIFIBER ESUILDUJG PAPER (FRAME ONLY) 2x6 SUB BAND (q ROOFMG CEMENT DRIP EDGE ©PLAN B METAL <GK OUT `\ NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED \\ f-l FOR CLARITY ROOF DECK(BEYOND) DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) '\ t TEXTURED FINISH a !WOOD, 1/2' TEXTURED \ / FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEV ATI®N METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/02'x4' NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 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 FRAME OR CMU /xxx. x x x x x x x x x xFELT x x x x x x x x PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN§'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL (9) WALL �U -ROOF CEMENT ROOF EDGE SUB BAND DETAIL C) WALL GOLARfTMITTEFOR W/KICK— OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 E E U m S K aXMDrV. Lc M12 ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT#► 04181.04C-15121 MODELe 4EHB "2605— HAYDEN" OARJIOE BVWG: LEFT PROM WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C I, Is /2 02/072 CAI.M 1/4"=1'-0" FIEET W A 6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAMS 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.OINDICATES #5 BAR, ElINDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90` HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROAT (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 WNM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6.6 Wl.4xW1.4 OVER GENERAL 31/Z' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 16, - (2)#5's (+)0'-0" FM-t6xl8 16, CONTINUOUS 18" - (2)#5's FM-20x18 20' CONTINUOUS 16' - (2)#5's FMC-1608 16, CONTINUOUS 19, - (2)#5's - VARIES CW-12x12 12, SEE PLAN 12" - (2)#5's - + '-0" CWC-12xl2 12' SEE PLAN 12, - (2)#5's - VARIES F-24x24 24" 24" 12' (2)#5's TE-1 8" SEE PLAN I..- FOUNDATION PLAN SCALE: 1/4" = V-0" JI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774 O78 www.abdesigngroup.com AA #: 0003325 b e o 14 14 rn ZZ O Q A o A IIP U9317. & LOT ABBOTT PARK LOT #15 BLK #12 PHASE 4C R OJECT## 04181.04C-15121 MODsu 4EHB "2605—HAYDEN" GARAGE SVfMG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C - JI1`1 1cTi'I i•T i-7 DF'pATE: 02/07/22 aCAI.E: 1/4"=1'-0" 9EIEET sl SD' MIN. EACH WAY MONOLITHIC FOOTING t} • STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED s• — CELL SEE PLAN FOR SIZE AND a CELL SEE PLAN FOR SIZE AND _ s' SPACING REQUIREMENTS 3 SPACING REQUIREMENTS . P— 1 GARAGE DOOR RECESS P ea �w � FM .CORNER w " 8" CMU WALL , 8" CMU WALL I BARS, SAME SIZE AS LARGER BAR I B' ro s . ,.I FOUNDATION WITH 30" LEG EACH �- IT-0, 0'-0" $ _I WAY AT ALL CHANGES IN DIRECTIONS W TOP OF SLAB • TOP OF SLAB I ... "I SO THAT THE STEEL REINF. IS CONTINUOUS f'--• • MATCH AMOUNT OF CONTINUOUS BARS I • CURB FOR 1� f _VARIES ILL � MASONRY SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA I — SEE SLAB SCHEDULE TOP OF GARAGE I•I� CONTINUOUS STEEL MONOLITHIC UNITS SET EXT- PORCH SLAB , -:• 4" CHAMFER (1STORY) FOOTING REINFORCEMENT SEE SCHEDULE AT ELEV. W/ 1/T ISOLATION JOINT (WHERE #3 181• 6" CHAMFER (2-STORY) #4 24 EXT. PORCH SLAB W/ 12" ISOLATION I' 4" CHAMFER (1STORY) ` l� -� 6" CHAMFER (2STORY) 9-0" APPLICABLE) i • • SE E SCHEDULE #5 3P JOINT (WHERE. APPLICABLE) • ✓; 4. sEE scNEWLE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 5 FOR MD, 9AR SIZEz AND BAR QUANTITY #6 39' FQR MD, BAR SIZE 2 AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO LEAST #7 42' EXTERIOR MONO -FOOTING ��EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 scALE:a4" r-0" CORNER BARS DETAIL DOOR OPENING @GARAGE 3 4 SCALE: 314"=1'-O'• SCALE: 314"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL LAP TOP PLATE A MIN. OF 48" o 8" CMU AND NAIL W/ 16d COMMON VERIFY HEIGHT H #4 REBAR @24" O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM, LAP TO OCCUR OVER STUD OF WALL W/ PLAN # SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING f IF WALL W/ SYP 2 STUDS SEE I PLANS FOR SPACING. SINGLE I NEW REINF. BAR a SECURED W/ 2- PART $ w EPDXY. MIN. EMBED BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY 2' CAPPED n 5 8", LINO NAIL 17' O/C STAGGERED. �', q• GALVANIZED PIPE E FOLLOW ALL MANF. ADDITIONAL METAL § W/FLANGE @ BASE SPECIFICATIONS FOR CONNECTORS NOT rr . I - 4" CONC., REINF. W/ r USE AND I REQUIRED WHEN NO M I•. 1 kB' #10 WW M ON I?we PREPARATION OF UPLIFT IS PRESENT. 6-MIL POLY ETHYLENE w_ VAPOR BARRIER ON n J o r q• HOLE a SEE SLAB SCHEDULE . I•( 1� WELL -COMPACTED SECURE FLANGE TO CLEAN FILL TERMITE SLAB W/(4) 1/4"X 21/4" q O' .-0•{I^ jJ TREATMENT SHALL BE q TAPCONS TOP OF SLAB 5 BORA-CARE . u , 7CHANIFER11-ISTORY) e 4 (2) CONT. #4 REBAR `� —° :.4.. I' 6" CHAMFER (2-STORY) a .a (2) #5 REBAR ON CHAIRS ,• • • 0 s 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SCHEDULE 17 MIN. DEPTH INTO COMPACTED SOIL FORE SIZE VIRGIN OR ENGINEERED SOIL U g AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'E' PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 6QALE:3/4"=,'D (NO UPLIFT) `J 6 FOOTING W/ BLOCK WALL scALE: 3/a••=1'-0• SCALE: 3/4"=1'-0" 1 A SCALE: 3/4"=1'-lT' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2,14 OR 2c6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE m CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT4 u J m REQUIRED WHEN NO e" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) �• -'• S' CMU FILLED CELL (TYP.) - TOP OF SLAB q - TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB ° • 1/7DIA SIMPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO EXT. SLAB SEE SLAB SCHEDULE . 4" CHAMFER (1STORY) %q- BAR SIZE 48 BAR DIA. z• ° f GROUTED CELL, 4" FROM ENDS AND W/ 1/T ISOLATION 6" CHAMFER (2-STORY) - . . • 16" O.C. VERTICALLY MAX JOINT (WHERE • 24 4 °• • •- APPLICABLE) i MATCH STEEL #5 30' 'PVC REINFORCEMENT SEE SCHEDULE MD, BAR SEE CHASEFOR THRU FOOTING PER SCHEDULE 6" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL REINFORCEMENT SEE SCHEDULE PER SCHEDULE INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR MD, BAR SIZE AND BARQUANTNY PVC CHASE D BLOCK WALL CONNECTION THRU FOOTING SCALE:3/4"=V-0" (NO UPLIFT) 12 11 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdesigngroup.corn AA #: 0003325 Q h �s� IN ml 11Q 51E � A sysDIV. do WT: ABBOTT PARK LOT #15 BLK #12 PHASE 4C P1tOJECT# 04181.04C-15121 MODE71 4EHB "2605— HAYDEN" GARAGE eMING: LEFT PAGE: DETAILS 160 MPH EXP. C DRurr ATE: 02/07/ 22 sCAL.E: 1/4"=1'-0" 811r.= s1.1A 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-774-4078 www.abdesigngroup.mm AA #: 0003325 F h �s 64 s _ SUHDIV. to LOT: ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT: 04181.04C-15121 MoDEL 4EHB "2605- HAYDEN" GARAGE SWMG: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZATIONAL /r.AR W/ i 1 HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ 1a' HOOK � a GROUTED BOND BEAM L+ -j, VARIES PER ELEV. p t° d 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 • °Q I:; www.abdesigngmup.com AA #: 0003325 h cl O 0 N _JL_j 14 BAR SIZE 48 BAR DIA #3 18 #4 24 CMU UNIT DIMENSIONS in • Q ARE NOMINAL SIZES "5 3" OFFSET METHOD CONTINUOUS BARSIZE 486ARDIA #6 36 #T 47 METHOD 24'• g/ 3 MASONRY SYMBOLS A` HORIZONTAL/VERTICAL HORIZONTALNERTICAL #�' SCALE REINFORCING REINFORCING "' SCALE: 3/4' 1'-0" SCALE:3/a"=1'-a' O qw NEW REINF, BAR 92 SECURED W/ 2- PART z STEEL REINFORCING IN GROUTED EPDXY. MIN. EMBED CELL SEE PLAN FOR SIZE AND 6 % UNO a SPACING REQUIREMENTS i < FOLLOW ALL MANF. 3 SPECIFICATIONS FOR USE AND a J PREPARATION OF D y HOLE. � B" CMU WALL m TOP OF SLAB - 4 - TOP OF SLAB 4, < d • ° ° EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1-STORV) a . BAR SIZE 48 BAR DIA w n 18 M W/ 1/7' ISOLATION 6' CHAMFER (2STORY) '� . STEEL REINF. OF JOINT (WHERE • #4 24" c- BOND.BEAM APPLICABLE) i MATCH STEEL #5 30.. PVC CHASE REINFORCEMENT #8 T HRUFOOTING � PER SCHEDULE #7 q7 6" PVC CHASE THRU FOOTING � MATCH STEEL ADDING BAR TO REINFORCEMENT BOND BEAM SEE SCHEDULE FO wx R D, MR SIZE PER SCHEDULE 4 AND PVC CHASE SCALE: 3,a"=1'-D" THRU FOOTING 5 SCALE: 3/4"=1'-0 SUHDIV. da IAT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECTi 04181.04C-15121 xoaEL: 4EHB "2605-HAYDEN" GARAGE SMNG: LEFT PAGE: DETAILS 160 MPH EXP. C EAERUW72=3 DATE, 02/07/22 SCALE: 1/4"=1'-0" SIM= s1.2A L\L11`► ollm? 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x i 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 WI 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK 01 (2) 2X8 BEAM SCHEDULE MWaM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC =ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (11 x5 (11115 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES - - - - - - - - - - - - - - - - - - - - - - - - - FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www,abdesigngroup.com AA B: 0003325 iz a h d a A _ aummv. ec LOT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 MODErr 4EHB "2605— HAYDEN" GARAGE 811FM s: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 11 r—pvmwTDA 02/07/22 aCA=: 1/4"=1'-0" EKEET s2 NOTES TO THE INSPECTOR/CONTRACTOR Of`�� #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BONG BEAM VERTICAL REBAR W/ 10" HOOK—� PLACE STEEL REINFORCING (12) AS DEPICTED HEREIN. PgS��F" si 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. �n • • ��a� p0� F=FILLED W/ GROUT trgCaL �° U =UNFILLED NOMINAL # OF #5'IN 2ND BOND WIDTH BEAM COS, URSE #5 BAR IN BOND BEAM 16-1 T/1 M/0B P NOMINAL—� e P HEIGHT # OF #5'S, TOP CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE r� REINFORCING OF BOND BEAM THAT DXFX-1DOM/1INDICATES ADOUBLE BONDBEM PLACEDOF IN LINTOM EL 1 AND XFXX-1 ENGINEERS CATESASINGLE BOND BEAM PLACED IN LINTEL SCALE. 3/4"=1'-0" A IS THIS ENGINEER'S INTENT ' AND XUXX -1T/1 MqB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TNMIOS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" WINDOW PRE -CAST "a 1", WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2"=I- SINGLE#5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND. BEAM CHANGE CHANGE IN �ELEVATION OF BOND BEAM BOND BEAM 1#5 TYR 6k16' Iu BOND BEAM 806 DBL BOND TOP OF BEAM W/ (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 Bx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR 8X8 PRE -CAST CONCRETE LINTEL, WIO STEEL (L7) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 16, O.C. MAX. MIN 1-114' EMBEDMENT 2.6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2X8 (MIN 2 X 3) 2J/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 1-114" MIN. 2-12d PER BLK. EA. END EMBEDMENT 6' OSB SHEATHING U WALL ARCHWAY FRAMING DETAILS WOODSSMU FASf@BtSPACNO ci� —T MIN, 2 MAX s.=2 j"MIN, M. Wm S=1}"MIN, 2}"MAX rd J"MIN, 2}"MAX d -T MIN, 2 4' MAX = 24' MIN, 9" MAX (2)2d s=1 }'MIN, 2}"MAX e=}"MIN, 2z'MAX 4 =2" MIN, 2 }" MAX = 2? MIN, 9" MAX M2d s=1}"MIN,2}"MAX ee = }t' '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 4' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. - END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN A ROW S = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT O SCALE: N.T.S. d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.andesigngroup.com AA #: 0003325 , x C, n � a o a � r o a C F Q Q Q 3UHDIV. de LOT. ABBOTT PARK LOT #15 BLK #12 PHASE 4C Pnon=T# 04181.04C-15121 MODErA 4EHB °2605-HAYDEN" GARAGE SMING: LEFT PAGE: DETAILS 160 MPH EXP. C AA NO DAM 02/07/22 SCALE: 1/4"=V-0" 9I;EET S2.1A "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 &M-M 16-1T 1T 1TI06 1Tro6 1TIM TYPE LENGTH 8!8 PLAIN 8/8 SOLID TYPE LENGTH 8/&1T 8/16.1T 8l�1T 8/24-1T 8128-1T 8/32-1T 81818 1&1Tn ITN 1T/1B rrns -1T/i 6/8-2T 8/16-Zr BrAWT 8724-2T 8/2&2T 8/32-2T 3'$" PRECAST 1436 962 3114 4217 5321 6428 7531 3'$' PRECAST 689 1024 3'$" PRECAST 1569 3524 4394 am6132 7001 24e5 8779 6385 noe 9031 10000 1589 3524 4394 5263 8132 loot PRECAST 1065 3125 3915 4765 5567 4'-T PRECAST 514 763 4'-0" PRECAST 1363 saeo 3e15 4sro s3� 6979 1961 6113 7192 8524 7627 8751 1363 3080 3815 4570 5325 8079 4'$" PRECAST 819 533 1770 2400 3033 36M 4300 4'-6' PRECAST 398 591 4'$- PRECAST 1207 2582 3375 4043 4711 5379 1625 6743 7547 6752 W41 7555 1207 2707 3375 4043 4711 5379 514, PRECAST 931 1247 1999 25M 3123 36M 4249 5' 4" PRECAST 411 411 5'�I- PRECAST 1016 1808 2374 2944 3513 4064 1319 4460 7196 7342 5780 6259 1016 2276 28_W 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2D90 2549 30D9 3470 V-10" PRECAST 340 339 V-10" PRECAST 909 1499 1971 2443 2915 3387 1161 36M 5977 eo36 6548 6776 920 208D 2503 3107 3620 4133 B $' PRECAST �2 1139 3227 3D31 3707 4383 5061 6 $" PRECAST 410 721 6 8" PRECAST 835 1201 1578 1955 2332 Z709 1139 3227 45M 7054 10000 8825 835 1868 2329 2790 3261 3712 T 6" PRECAST 570 938 24M 2205 2598 3191 3685 T 8" PRECAST 303 534 T$" PRECAST 716 900 1181 1462 1743 2025 938 2498 3406 4864 7w 6472 727 1624 2025 2425 2827 3228 9'4- PRECAST 428 633 1593 22D4 2481 2518 2821 9'4" PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 48M 572 1318 1643 1969 2164 2519 10' 6" PRECAST 388 487 1247 1767 19D4 2163 2028 10'$- PRECAST 151 301 10$- PRECAST 358 468 612 755 899 1042 550 1407 1897 2781 3222 3764 504 1180 1472 1763 1710 1989 11' 4' PRECAST 330 544 1312 1742 2252 2868 3630 11'�" PRECAST 132 417 11 4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2866 3552 466 1042 1372 1843 1470 1710 17-T PRECAST 308 507 1210 1596 2D48 2586 3191 12'-U" PRECAST 111 370 12'-0" PRECAST 383 368 476 587 698 783 507 1210 1596 2D48 25W 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 303 484 575 645 414 1045 1385 1732 2316 2605 396 780 1057 1312 1071 1203 14W PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 IN_(r PRECAST 279 278 350 443 525 609 390 978 1272 1806 1960 2389 378 717 961 1192 975 1133 W-13" PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED . N.R.83 14'$" PRESTRESSED 239 422 5D6 628 746 855 468 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 15' 4" PRESTRESSED N.R. 252 15'�" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 23D 616 908 1134 1353 1572 1T 4" PRESTRESSED N.R NR NR NR NR NR NR 1T�" PRESTRESSED N.R 183 1T�" PRESTRESSED 187 326 365 461 687 680 Eo 856 1121 1413 1739 2D47 192 508 720 501 1135 1312 174" PRESTRESSED N.R. NR NR NR NR NR NR 174" PRESTRESSED N.R. 148 19-4' PRESTRESSED 162 286 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4- PRESTRESSED N.R. NR NR NR NR NR NR 21,-4" PRESTRESSED N.R. 125 21'-4- PRESTRESSED 142 219 308 381 464 527 t60 598 833 1038 1168 1466 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 225 290 359 428 497 165 650 784 992 1203 1381 137 358 513 659 779 9D0 24,-0" PRESTRESSED N.R, NR NR NR NR NR NR 24,-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES- BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 0: 0003326 n h w S � 8 a 9U13DM &c LOICI ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 MODELe 4EHB "2605— HAYDEN" GARAGE OWWO: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 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 NTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X6 (3 j4"z5 X") SYP. HTT4 W/5/8" DIA x 5' WD 1 PT., WOOD POST EXP. BOLT 5/S3.tA r--------T FIRE DRAFT STOP 3/4" SUB—" �� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS f(f ELEV. VIEW PRE-ENG. FLR. JOISTS �i 3/4" PLYWOOD- ---DRAFT STOP �I PRE-ENG. FLR. JOISTSjNI 11 I 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" WOIST ALL W/ 116-S135 W/ (4) V x 4' IORS AND (4) Y' x 2 V 0 BM1 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 e: n r7 4 3 a � a y O g® R Q 3 ,mpg+ C�® _ A SVBDrv. a LOT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT/ 04181.04C-15121 MODEL 4EHB "2605-HAYDEN" GARAGE EI11MG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C DATM 02/07/22 SCALE: 1/4"=1'-0" 8*1m= S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 ZV O/C, SUBMIT SHOP "ROOFANALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHINGSEE # 1100 UPLIFT SIMPSON (9) tOd x 1 �" NAILS TO TRUSS , (1) SIMPSON HETAt6 HTSM20 Will 10d TO B42) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFIWALLIFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4)1/4" x 2 1/4" SHEATHING TITEN 2 ANCHORS TO (12)16d x 1 ?'NAILS TO TRUSS FASTENER SCHEDULE" (9) tOtl x 1 }" NAILS 70 6, 8" x 4'-0" MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 19M UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2' x 4"• CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 }'NAILS TO GIRDER AND 6", 8" x 4'- MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. CONNECTOR BLOCK WALL Will 10d TO LONGWOOD, FL 32750 WITH (12)t6d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" PH: 407-77¢8078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-7744078 A41) SIMPSON LGT3�SDS2.5 GIRDER TIEDOWN ACCOMMODATE TRUSS CONT POURED LINTEL SE EA WOOD FASCIA WITH (4) }' x 5" TITEN HD TO CMU AND (12) SIDS W W WAA *% 1pngro°p.tem SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d a' x 2 �' TO GIRDER AA lh 0003325 GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2z WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SOS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O/C FOR REVIEW C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2, SECURED W/ (3) 16d AND APPROVAL GALV. COMMON NAILS. (2) }" x 5-TITEN HD TO CMU AND (18) SDS }" x 3" tx2 SECURED W/ 10tl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, 1_ 770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER & 7' APART 8 ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT= 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0 I 1b 1c GIRDER CONNECTOR(S) BDALE:34""'-0" 2a 2b Zc TYPICAL ROOF ScALE:34'=,'-0' GIRDER CONNECTOR(S) aa' MAX OMixa, oR m0•• MAx (wrzxa, 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE ix4 DIAGONAL BTM CHORD W W a 11 n � a BRACING, SEE m PLAN FOR LOCATION PER ELEVATION - `� a MAY NOT BE N n RF(1111AFIl PER ELEVATION L2 PRE{NG IJOIST SECURE IJOIST TO TOP PLATE LS7A7220 GAUGE W/ 10d,11220 HOG COMMON NAILS. EACH END TOTAL OF 10 TICOF.SS BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAG BLOCKING BETWEEN BRACE W! (3)12d 0 EA TRUSSES TRUSSES WHERE TRUSS (DIAG. BRACE TO X- _ING IS PRESENT AT COVER 5 TRUSSES) 4'-D" O.C. (AT SHEATHING (A W 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) V7' WOOD PANELS 90 2x WMBER w/ (2) 12d TOENAILS 5/8" GYPSUM BOARD OR 1P7' HIGH 0'-0" TO W- (1) "X" BRACE STRENGTH Cl BOARD 30•-1" TO 60'-0 (3) "X" BRACE SECURE 2, PT. PLATE O DOUBLE TOP PLATE LWI-JOIST WITH (1) "X' BRACE 0 CENTER TO BLK W/ 112" DIA. S BACKER BLOCK (2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W! 2" FROM CENTER TO END. WASHER SET IN HIGH 2.4 OR 2x6 WOOD BEARING 1x4 BTM. CHORD BRACING 8'-0" O/C END WALL OR OTHER STRENGTH EPDXY 5' WALL W/ SYP No 2 STUDS SEE MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN. EMBED. AT 37' OC « PLANS FOR SPACING. SINGLE 10-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MAX BTM. PLATE TO BE PT. PROVIDE BLOCKING COMMON NAILS AT EACH CHORD PROVIDE DBL. TOP PLATE 10 GYP. WL. BD. INTERSECTION TYP, PECULATE W/ URE GABTO e" 8 PRE{NG GABLE TRUSS STIFFBACK (AS PER O.C. MAX BTM. CHORD BRACING TRUSS ENG) CONT 2x4 SECURED W/ HTT4 W/ 5/8" A, B. WITH V SCALE 3/4"=1'-0" TO BE INSTALLED 9 TIiQ0�6 SECURE BT. PLATE TO C TO B OS INSTALLED TRUSS 4500 3W WOOD PANELS SLAB W/10d MASONRY NAIL MIN. T' EMBEDMENT 12' O/C STAGGERED. TO SLAB & (18)16d x 8000 (2) 12" WOOD PANELS ADDITIONAL METAL 2-1/2" NAILS TO POST., 60 (2)12'WOOD PANELS CONNECTORS NOT POST TOSIT—D\TLY In IPERPENDICULAR TOI-JOIST 90 2x LUMBER REQUIRED WHEN NO ON SLAB c(1 0 4 UPLIFT IS PRESENT, RUSS R 24' MAX. M 24" MAX. W/ r max. IND �" SEE SCHEDULE FOR OF SH THING uoI6T IJol37 sPAaNc FRONT BOND BEAM REQ. 4 SEE FRAMING PLAN TYP T yp LEDGER a. a 4 . END OF >o i e e LEDGER e BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR ��I-JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/7'WASHER&512 LEDGER BLOCK WALL W/ GABLE END WITH I.JOIST MIN. EMBED. (TVP) I SCALE: 3/4"=1'-0" scALE:3/a"=r-o" (NO UPLIFT) scALE:ala=r-a' PRE-ENG D TRUSS PARALLEL TO I -JOIST (2) 2X8 TR USV 24' MAX. W/ 2C MAX. W/ T MAX END SYP. P T. SHEATHING IdDi6T wolsr sPacING FRONT SEE FRAMING PLAN .n,P TYP LEDGER END OF i LEDGER NOTCH DEPTH 1/4•D d ° ° BOARD w .?s HOLE EDGE>5/8" SYP PT. 1/4"XS' TAPCON THE USE OF ALTERNATE MATERIALS MAY BE 2X8 HO E D A T LEDGER BOARD TO W/ 3"MIN. EMBED REAR SUDDIV. Ae L40T: ABBOTT PARK LOT #15 BLK #12 PHASE 4C PROJECT# 04181.04C-15121 MODEM 4EHB "2605- HAYDEN" GARAGE 81FMG: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C L I 2/5•0 SGL. L ER STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE < OUTER 1/3OF TO (JOIST FOLLOWING SPAN ONLY STA 1_ ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. EDGE >5/8" 2- SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS frHOLE A - SIMPSON IUS1.81/16 G <1400 LBS, U <70 LBS W/(2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6"O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2)LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3W` WEDGE-BOLT/J-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE r C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 314"° WEDGE-BOLT/J.BOLT, 5' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10tlx1-1/7'GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 42XM FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE L �jk MARK SIZE BOLT SIZE MN @D DIBTANfF CBORAL SPACYKi TMHOLE DIAMETER D-SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (e) 3/4"° WEDGE-BOLT/J-BOLT, 5' SUBJECT 70 F1 AND F2 FORCES. PLATE <3/5•D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (t0) 16d GALV. NAILS TOJOIST FL#25749 BJA A DOUBLE SYP 218 1/4" 8" 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3l4" 8" 24" O!C MAX. E - SIMPSON MIU4.75116 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J430LT, 5"MIN. FL#17241w ..n=• vv v • •^.., v I �V �" �„ 1 / _ "mow 1 vVVV A FASTENERS FOR PARALLEL LEDGER SHALL BE 1l4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. R FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 314" x t0' EXP. BOLT/J-BOLTITITEN BOLTS ]PRINTAR � 02/07/22 W/ 5-1/Z' MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS CALE: 1/4"-1'—ON AND BORING LIMITS �„� ATTACHMENT DETAIL%�OOD LEDGER DETAIL (I -JOIST) ALTERNATE MATERIALS z�r V SCALE: 1 1/7'=1'-0•' SCALE: 3/4"=1'-(Y• I V 11 1 A SCALE: 3/4"=1'-0'• SCALE: 3/4"=1'A" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8tl EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE"A OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 1/Z'HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL L SCALE: 3/4"=1'-0" #e WOOD SCREWS x 7' LONG 3" O.C.: STAGGERED OFF CENTERLINE 3/4" AS SHOWN 8" CMU WALL REINF. PER PLAN PER ELEVATION o w "JOIST (SEE FRAMING PLAN) ry �vi PER ELEVATION (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3. to a 1Z' O.0 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL � SCALE: 3/4"=1'-0" #8 WOOD SCREWS STAGGERED AS SHOWN SYP#2 LEDGER. DBE. FLOOR SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A e" CMU WALL REINF. PER PLAN t }" X 6" TAPCONS "Y PER ELEVATION aPi m 8 IJOIST (SEE r ? FRAMING PLAN) V PER ELEVATION 2x4 P.T. CEILING 2C WX NAILER W/ MASONRY NAILS �1TOC. 1X2 FIRE -STOP SECTION DETAIL AT WOIST PARALLEL ,TO EXTERIOR WALL SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 214 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT aPRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING .. NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" OC MAX a 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE at6 PT. PLATE TO BLK - W/ TRUSS PLAN TRUSS TO TOP PLATE 518" GYPSUM BOARD OR 1/2' HIGH W/ 1/2' DIA ANCHOR BOLT W/Z' 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 3Z'OC MAX. B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's W O.C. MAX GALV. NAILS EA. STRAP D14 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 • SIMPSON SPH4 OR SPH6 BTM 12" GVP. WL BD, O AND TOP PLATE ANCHORS WI 1. x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2.4 SECURED W/(2)tOd's@EACH FILL ALL HOLES, DO NOT USE 1/2'x9' WEDGE ANCHOR W/2" lodx 3„ WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. 16' 108 10b 1 0(�i OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 4- TIRMSTOPOST CTM U SCALE: 3l4"=1'-0" a A- SIMPSON MTS-12 U: 990 LBS W/ (14)10d GALV. NAILS. • B - SIMPSON HTS-20 U 1310 LBS W/ (20) 10d GALV. NAILS. C-2-PLYSIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4N3"SDS, (1) 5/9- A.T.R. TO HDU4 AND (10) 1/4" X 212" SOS TO POST � CONNECTION L.B.W. M�TRUSS POST TO SLAB CONNECTION A&B-SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x &' EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5a' AB. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-12" NAILS TO POST. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-0078 www.abdesigngroup.com L AA #-. 0003325 d y U o Q $$ Y Q e 0 1pR0j1ccT# USER. & LOT:ABBOTT PARK LOT #15 BLK #12 PHASE 4C 04181.04C-15121 MODET. 4EHB "2605— HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C PRINT DATM 02/07/22 KALE: 1/4"=1'-0" BMW r S3.1B VTCR SPACING (1) AT EACH END Iih4 1 VTCR AND V-0" O.C. MAX. jIj1�Il1A.� 1111/11} 111111111 \ IIIIIIIII Li 0 SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.a bdesigngroup.com AA #: 0003325 a h C � V OC g oZE � m C SUSDiv do LOT ABBOTT PARK LOT #15 BLK #12 PHASE 4C PROJECT* 04181.04C-15121 MODEL 4EHB "2605- HAYDEN° GARAGE STIF MG: LEFT PAGE: DETAILS 160 MPH EXP. C DEN 7/22 1'-0" C 39'-8" 2'-8" 14'-0" 1 T-4" 5'-8" 4 1 2.1 2.1 U (J 00 LL 9'-4 3/4" TOP OF DECK OPENS .�- Bo � � M O O a v 10'-0" - 0 a Li- - - - - - - - - - - - - - - - - - - - - - - 21'-8" 18'-0" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = P-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 F W y rc P! u �S % ru 3 n A 6 3 svHDIR X LOT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT* 04181.04C-15121 MODEM, 4EHB "2605— HAYDEN" GARAGE SIT MG: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C ROLArD A ABOUM ACRA L AR NO 93723 PRINT DATE: 02/07/22 sCALE: 1/4"=1' - 0" 93rz T S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = P-0" t 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774+W78 www.. 7igngroup.. AA X: 0003325 ih � h C x a H 0 a a � S R 4 A _ a _ aVEMM ae LOT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT* 04181.04C-15121 uoDZU 4EHB "2605-HAYDEN" GAMAGIC SIVMG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C paurr DATM 02/07/22 aCA=: 1/4"=1'-0" 8*1z= S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) tOd x t 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI IOd 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 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESZE RIPTION REMARK D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / 13 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 (Psl) SIZE , WxH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x16 (1)#5 (1)MS WA GROUTEDSOLID B82 MASONRY 3000 8x8 (1)/15 WA GROUTED SOUD SEE SHEET S5.1A FOR SAFE LOAD TABLES �=----------------------- 1 ♦ 8F8-lT/0M106 Z81FIlAT/GM/0B 8F8-1T/GWOBI I 1 `♦ I 1 `♦_ I t 1 1 1 1 r 1 1 1 0 1 n 1 1 1 1 I U.N.O. PROVIDE B62 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL iT-4" i ♦ ♦ 8F8-1T/0MI0B I ♦ 1----------J ti 8F8-1T/OM/0B 8F8-1T/0Ml0B 8F8-1T/0M/0B `♦ 1 ♦1 --------------------------- L------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-77446078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 , F 14 rn w sw � � a a a 0 y v FF i I I Q ® �¢ g s s stmDm aLos ABBOTT PARK LOT #15 BLK #12 PHASE #4C 1pRoJmcT# 04181.04C-15121 HODEU 4EHB "2605-HAYDEN" GARAGE 8TIII9G: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C DATE 02/07/22 BCALE: 1/4"=1'-0" sltm T S5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR &' PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 &sm atr tr 1r tt -tTm TYPE LENGTH gig PLAIN 8/8SOLID TYPE LENGTH 1IT 8/18.1r eno-IT an41T arzB-IT B/3&1T W18 16-iT/1 1Tn 1Tn rtrt •1Tfl B/8.4r em zr Bno zT ens 2r VA-Zr 9r3z-zr 3 8' PRECAST 1438 852 3114 4217 5321 8428 7531 3'-0' PRECAST 889 1024 3' 6' PRECAST 150 3624 4394 W63 6132 7001 2465 8113 8385 7708 9081 10000 1589 3524 4384 5283 6132 7001 4'-0' PRECAST 1085 700 2305 3125 3945 4765 5597 V-0' PRECAST 514 763 V-0' PRECAST 1363 3060 3815 4670 5325 6079 1961 6113 7192 6524 7627 8751 1363 3000 3815 4570 5325 6079 4'-T PRECAST 818 533 1770 2400 3033 3W6 4300 4'$' PRECAST 398 591 4'$' PRECAST 1207 2582 3375 4043 4711 5379 1825 6-743 7547 6762 8541 7555 1207 2707 3375 4043 4711 6379 5' 4' PRECAST 931 1247 1999 2560 3123 35M 4249 5'-4' PRECAST 411 411 5'-4' PRECAST 1018 1806 2374 2044 3513 4084 1319 4460 7190 7342 5780 6259 1016 2276 28M 3399 3961 4084 5'-70' PRECAST 817 1024 1631 2090 260 3009 3470 5-10' PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2015 3387 1161 3693 59" 6036 6548 y77g 929 2090 2593 3107 3620 4133 6-0" PRECAST 892 1139 3227 3031 3707 4383 5061 6'-0" PRECAST 410 721 8 8" PRECAST 836 1201 1578 1955 2332 2700 1139 3227 4598 7054 1�0 8825 gar 1868 2329 2790 3251 3712 T-0' PRECAST 570 938 2498 2205 2698 3191 3685 T-8" PRECAST 303 534 T$' PRECAST 716 900 1181 1462 1743 2025 on 249e 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9 4' PRECAST 428 833 15W 2204 2481 2818 2521 9 4" PRECAST 192 384 9 4" PRECAST 454 588 767 948 1129 1310 839 1674 2298 3081 4099 4899 972 1318 1843 1989 2184 2519 IV-6' PRECAST 388 487 1247 1797 1904 2163 2D28 101-W PRECAST 151 301 10'-0" PRECAST 356 468 612 755 Boo 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'4' PRECAST 330 544 1312 1742 2252 2868 3830 11'�' PRECAST 132 417 11'�' PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2888 3552 486 1042 1372 1843 1470 1710 17-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 3B8 478 587 888 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13':' PRECAST 270 433 1045 1365 1732 2157 2535 13'�' PRECAST 82 298 13'�' PRECAST 308 303 393 484 675 645 414 1045 1365 1732 2316 28D5 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 388 078 1272 1606 1988 2279 14'-0" PRECAST 71 293 w4r PRECAST 279 278 360 443 526 6W 390 978 1272 1006 1950 2389 378 717 961 1192 975 1133 14W PRESTRESSED N.R. NR NR NR NR NR NR 14,-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 28 422 506 an 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 16 4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 816 908 1134 1353 1572 17' 4" PRESTRESSED N.R NR NR NR NR NR NR 17' 4" PRESTRESSED N.R. 183 17'�L" PRESTRESSED 187 326 365 451 587 880 300 ON1121 1413 1739 2047 192 608 720 501 1135 1312 18'4' PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19141 PRESTRESSED 182 2B8 34e 430 513 595 235 736 959 1200 1467 1716 166 420 an am 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 ISO we 833 1038 1168 1468 142 373 537 690 816 943 20-0" PRESTRESSED N.R. NR NR NR NR NR NR 2Z-V PRESTRESSED N.R. 116 2Z-W PRESTRESSED 137 220 290 359 426 497 165 5W 784 992 1203 1381 137 355 513 659 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 W-T PRESTRESSED 124 n4 245 302 360 atN ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y rc c = E a 3 a � T 1303E 0 a O a >s a ¢ 5 isusDm a LOT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 MODELe 4EHB "2605-HAYDEN" GARAGE 8WWG. LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C J PRI" DATE02/07/22 KCAL z.- 1/4"=1' - 0" 8PREET S5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 ill" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 216 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WO-1 4X6 (3 X'k5 Y,") SYP. HTT4 W/5/9" DIA x S' 5/53.1A PT., WOOD POST EXP. BOLT ti� c3 c3 c3 3 c� c� �1 CJ1 I) CJ1 CJ2_ u = CJ3 0 CJ = x .y�A u x x x x x n n n n n n x n ,2,�Q == CJ5 iC AEG 1C 1 � 1 A � g �d IRS 6 I I 0 4 sa asax� m _ O N 0 IA3 I I I I I o� a PRE -FABRICATED ROOF a m A2 TRUSSES 24" O.C. o _ (TYP) _ _ lA as:a a:ate: xxxae: a aRIDGE IA 6Z- 0 d I I ATTIC 1 I I I 09 _= gam=== ° 0 @ J� 2 i v I I I I I 09 W �= AB =2 O IC 1C A9G or, N N 81 n n x NN gg CiJ5 a - to 82G �� U CJ3 § �e y,A Wfl WN Wp W� Wd W� n CJ5 x n ■ n x c CJ5'4 h CA CJ3 CJ3A w �A II II & ti� I i3n 01 1 h✓, CJ1 EJ7 n n CJ1 to I ROOF FRAMING PLAN SCALE: 1/4" = V-D" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774607E FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i h O x: tl Y a a a o stmDrv. as LOT ABBOTT PARK LOT #15 BLK #12 PHASE #4C PROJECT/ 04181.04C-15121 bWDEL1 4EHB "2605—HAYDEN" GARAGE BVI MG: LEFT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C D � 02/07/22 sCA=: 1/4"=1'-0" SHE= S 6 ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 5&00 PSF (68.00) ZONE 3 =66,50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 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"= W-O" 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 19/37' STRUCTURAL SHEATHING EXP 1(4020),FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/37 STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 1od RINGSHANK 21/Y' 0.131 F1667 SCREW SHANK 170,ODO RING (16-20 RINGS RSRS-03 8d RING SHANK 23/8" 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RINGSHANK PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS REF S-01 EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B_ PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 m u+nsMeoc TOP & BOTTOM ED £s o 8 - TYP_ EXT. SHEATHING ATTACHMENT �O 90 RAFTER OR TRUSS ROOF SHEATHING , ■mom=....II 11 11 111■111■111■111■111■11`- " ., BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES-0ROP GABLE END & (1) ADD-L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 1&'O.0 IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 7' DECK SCREWS @ 6'-8" O.C. MAX EQGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` IT- .N9. I &U JUt LUUK ULUt lNl Ii LU I U ALL LA[Y 6tU MLMbtKJ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M MAXIMUM AGGREGATE SIZE SHALL BE X47. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROM0E 6%NREMRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NONBEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS FBOR 2020, 7th EDITION ALL EXPOSED EDGES OFCONCRETE ARE TO BE CHAMFERED 3l4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-1 4. BUILDING CODE REQUIREMENTS CRIPPLERS ,SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= I IDO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROWDE 6-MBLCONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLA&SONGROIII.D WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SMALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWNI(iS. SEAMS LAPPED fi INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL 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 FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' E THE NFPA. TRUSS DESIGNS SHALL O SIGNED AND A. TRUSS DESINALGNS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD npnconcurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS. #4 BAR - 26' #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -na Icumr DEADLOAD 15 p�f TOP CHORD (7 psf w/ ASPHALT SHINGLES) 10 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf DEAD LOAD 20 psf TOP CHORD (10 psf W NO GYPCRETE) 5 psi BTM CHORD BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf #5 BAR - 30" #7 BAR - 47 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" X 3W 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 FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSLASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WINDDEAD LOAD SPEED =100 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE' 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE' 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN 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 FACWTATE 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, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WI SPECI FICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO IT USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 W, FOOTING TYPE "M" OR "3" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/T THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM CA557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED SPY- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CU1C94M OR MEASLABNG, MIXING, TRA1 PORTING, ETC. CONCFErE 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 N SUCHTHAT A HATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWMER5 REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAIR WEATHER 1-10FOR #6AND SMALLER 2PFOR 66 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-I/LFFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILLCMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9THI EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A361A36M Fy =361w1 FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A5 0OM, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0FF-THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AwuuTloN sg raw sE1.aRXe aPPLlunora suE TrFE Acuc RE6ww1s 1Mn�uvlcorvc. CASE HNroENEDCgL ow. �o'o -EDOORBVIX o.InsoFnrrcxXac. 1l4•DIA wwASNER AxAN 6l45CfFV FASTENER 6-O'c ?EMeEDr 1 ?EscE as s.. �I DOORS Cha£HP3XJEPEDCdL I W1wOIdDODR/FASTENED GAPAGE ODCR BDCI( dC p18'CU1 4'EMBEDE PEW LIST.. ZDP?9EETNDTEB wVLl 1rz'LONG. STz_ TO MA9CW2vpYC. ?pA E%PANSION BOLT ocn?Dw X4NDOw BIX�( ,„sDEl.mo,IL IwINrow.aoNRvro�orsic. AL s,RAPTO CONTACT THIS ENGINEER FOR SPACING ix rr. SEE NOTES L11?Low. sTnccERED 6 sDNml oDw. REQUIREMENTS rswwDooREfi IlnylenA-rrwcar le-ac ?°I�mcEus. I DI-Fx2116' ffO.0 I - END 11 ? .- S EEL TORS E PTO NOTE6 �� STAGGERED EDGE - NOTES i. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA 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. 1. MEMBERS ARE NAILED AND h MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. 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WR seNt atw SRrR♦ErN,s ipR tPnslaop ,PN.N cvmnot Ne o.Pl,wN ERR mrnactlPE a m,RN.,ep„ E4Rrd o.t tw.a: eEawtorwoucniN.tau.NTwoNNw TABLE OF CONTENT Nuww�+NrKeo��ART,aPo..1EmD.vc�iowoeaco,ueutP Pm be3a.mN o R ' aPOw +tptR ParwWacC wrer6 SPFR Sotw.3[ nuwa �wurwN uaTtr`iu,We4mvT�Nr'aePRNmrriaiw Rtn PN w,n rP Rraem 4T vANr Pwrs wo.'RlnsrRowmwcmRP ; atstRWa, ofeMd DNn3l3p NESIRENRan RtPN✓.naR aETEL3. avPNv♦N aPP,LEi1iEx b .LFRtAe,l� a RPPn♦ [ itO11L wwn E,P N4cw rRPa3E / SpN VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS l9iNld DESW.* PRESSURE IPSF) AT VARIOUS SINGE SPAN LENGTHS EavEVNiw IRVaN3t Sr 1R111f 430N9iNG0®mltlLOiflT rt THEESbrK[AnOR CPOBbffcT,pNb3RDRM ONSNEEiba AR04pEflci aHOlE arvNtb iCRrAVE CnIrtIRECT���rllubpmODpi�WG�iNRElaaxniutR §"eat N��r� I. bDiili NLTALU1gN ro i,[Y fXN(WUMTq,60KV AbtONG Ab W W4 �i1- RTidfaPwir RNN :I E.SIEMERREpIPEaEMbuOeMLW13ME WNbwFP. biCwp6[ � 6fit 63e tt 4FE TrRi DNtiwuritErn SRaN3 D. .». ,k wnw Y Adf - 66) ' SDD a. 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EAbIENFAIFNCR•4rgNMNiNE WLTNUTpNCEtIiLb DORDi TAe�lwO aLctRlRi WNEiaY4tLb wME iNeN xRNEabsNau x aaceo io mE REouw.DewrewR,ENptw sEFEasTE.cR u,mur r.PrpNT«b s.EEr. arirNF4NNEavart /Nt.®vBE1ED3arrtT ,.acresicEeabsNRuravEanRoaroN REmrnNrcwrLca pReE woE of"EE^Y101? s�&sp-. alEr46sATtrvij iNwNw iNwELw c xaslasr,urewatswv.TatrRTNTnE v,LRTR•TE tP,TERtus. wearsi ' IS LLSw OLI V ' 36, ra< I fiLt aa.t Ab[O i36 -53fi LdAA dE ssa xs 1dx i, Lc �, saa M BLCw DdF 416 , �03 4dC ai5 - .atb Y biCw DbE u.> .S'.a dLC <l.i.. ,_ +19 _ FASTENER SCHEDULE am wnw . � vv r w N inr tEON upw aTr,L r tw [EwN tRup i/r V♦' �. r w .pro aato w •� TwrN .Rap ,-vr b/r tN xad Rpm sVr ,/r t: P.aP,sn PLa uwp,w Ei♦Nn¢ N �aRW�Nr4w�'�Fwt�p[vM�'i,W w ,wNi RW sERNPNP PPPwre R/b tNa R0.09 79 165 o.la o L� .14 .s� 1/2" J—CHANNEL/TRIM 1 VINYL (No. 1100) 022 L_} 4" FASCIA SMOOTH ALUMINUM (No. 9700) VIWL SOFFIT AND TRIM SCHEDULE VMrL SOFFIT SERIES J CNANTEL FASCw 12" TIMU 4 SOLID NO. 0623 SOUO SOFFIT 12" iRPIE 4 FULL-O-VENT 1/2" J-CHANNEL 4" FAWA NO. 0622 VENTED Mom AI.UMWW SOFFIT W. 1100 NO, 9700 12" TRIPLE 4 FULL-O-VENT ECO NO. 0639 VENTED SOFFIT s3w[N, YaPI,'l' BILL OF MATERIALS ' �sp - sa Sn�mu[L a S.aa t w orrb PH13 . w„ � w tFsp (SlC tLaE W w PaT t) a a-gYOM. - 9Q P.P.6 pl PLi, T • rwcR - >s PR..P w Pm i wre ro w Pm t b t/r T_wL ipR aPlbl[{[ iEP P� N.ma-pwcta . ta/.• Rr N,L S,En 1 14 w :inr ttNnR cMRR PirEE r t4L U1GM s,m sren to b r EOE.a tRnp wnw - x - Ln .pae x rtrrNL .coo wT,w - :a - n.a w topp LR[i FASCIA HOOD BOARD BY OTHERS ® TRIM NAIL INSTALLED THROUGH 7OS INSTALLED FASCIA 018' O.C. M THRU SAX THRU SOFFIT AND JCHANNEL AT NAIL OSTAPLES INSTALLED HEM AND IN VALLEYS THRU SOFFIT AT NAIL I 1O HEM AND IN VALLEYS /fSOFFIT qO FASCIAS ® `IHA ■�." MAX. DETAIL A FASCIA O STAPLES INSTALLED@ 12- O.C. MAX (INTO WOOD) IN JCHANNEL SLOT OR T4 LL012' D.C. MAX. (INTO CONCRETEIMASONRY) STAPLES INSTALLED Q —r 7Z=it O.C. MAX (INTO D) IN JCHANNEL SLOT ROOD BATTEN 6TAPLES INSTALLED O THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS lSX3' WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' MAX, O.C. e MAX.-J1P- DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q❑ kN DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSUOIST/ RAFTER LOCATION NOT TO EXCEED 24O.C. INTO FRAMING RUSSIJOI / BY OTHER :HANNEL (D DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR 10' NAIL AT EACH TRUSSUOIST/RAFTER LOCATION NOT TO EXCEED 2e O.C. INTO OSTAPLESINSTALLED THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS 0 11 iX2 WOOD BATTEN �2X2 WOOD BATTEN / (1) SOFFIT NSTALLATION SCREWC , OJHANNEL- BATTENATTCHMENT FASTENER SPACED 24" gO MAX O.C. TAPLES INSTALLED ® DETAIL C 12.0 t O.C. MAX (INTO 7O WOOD) INJCHANNEL J-CHANNEL OSLOT OR T-NAIL ®12 O.C. MAX (INTO CONCRETEIMASONRY) BY OTHER 21/r NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24- Q MAX D.C. TAPLES INSTALLED@ 12' O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL0 it O C. MAX (INTO CONCRETEIMASONRY) CONCRETEFCMU OR WOOD (NOTE 1) WOOD (NOTE 1) DILTE.1 MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. SUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'CF—SPAN%' VE WIDTH SAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; 'MU OR WOOD ARIb (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SE--- (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL 9 WALL, FASCIA c@ FASCIA END J-CHANNEL @ WALL AND FASCIA END a !' 14iY 4 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 F' ✓ �. �v v wiY u v� I[iAL A 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 ' •t i Etc— --SY r ZTAL A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774.6078 FAX- 407-774.4078 www.abdesigngroup.com AA #: 0003325 54 5 0 W dS 1�Y aj O S a SS 6 111 C i C B A 01 BXMDI dR LAT AB PARK TAT #15 BLK #12 PHASE #4C PROJECT# 04181.04C-15121 UODEIA 4EHB "2605-HAYDEN" GARAGE BVF MG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C DRAM: 02/07/22 scA:NE: 1/4"=1'-O" skxmw SDI GENERAL REQUIREMENTS: • HARDIESOFFITS PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIGA), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1"AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." FIGURE 2 MEMBER MODERATE CONTACT III IkI H-JOINTE LtAVt AVVKUVKIA I t GAP AND CAULK NG ER BATTEN FRAMING MEMBER ING ;ER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT ° 1" FROM END OF SOFFIT ° 3/8" FROM END OF SOFFIT 0 f FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 'E OF SOFFIT i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774AO78 www.abdesigngroup.00m AA 8: 0003325 Aq n a Q � c 4 S C summrv. a. LOT ABBOTT PARK LOT #15 BLK #12 PHASE 4C PROJECT* 04181.04C-15121 MODE3U 4EHB "2605-HAYDEN" GARAGE SIFMG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C ji DACE- 02/07/22 SCALE: 1/4"=1'-0" SKEET sD2 r w A.