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HomeMy WebLinkAbout7602 Sail Clover Ln99 99 26004EHB -HAYDEN HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -ilk lI/� bra gam, 7m ZD"m (am) LflCAL ��� COD(e8 -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B HIND SPEED - Vult=160 MPH V3sd=124 MPH :WOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - YAX. }!EIGHT AS PER LOCAL AND STATE CODES ABV ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.G. MEDICINECABINT ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD BOARD M.T. ME'FALTHRESHOLD CL CENTERLQE MTD. MOUNTID CABINET' MTL METAL CLG. CEILING NT.S NOT TO SCALE CIR. CLEAR Oc. ONCENTER GONG. CONCRETE PL PROPERTYLINE CPT. CARPET PB. PUSHBUTTON D.T. CERAMIC THE PH. PHONE D. DRYER FLY PLATE ORE. DOUBLE PLYWD PLYWOOD D.O. DUALGLAZED PR. PRE D A. DIAMETER P.T. PRESSURE TRFATm DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS D. DEEP R.A.G. RETURN AIR GRILL D. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM NING DTL DETAIL RO ROUGHOPEEXrki D.W. DISHWASHER s.c. soLiDcoREexrDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H SINGLE HUNG EQ. EQUAL ENT. SHEEP exH. EXHAUST sHTHc. SHEATHING EXT EXTERIOR sHWR. seowER FO1FX. FIXED GLASS Sim. SIMILAR F.G. FUELGAS sL. SLIDING FIN FINISH SL. GL SLIDING GL1S5 FLA. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WAIL FR. DR. FRENCH DOOR SECTION FOOTING TEMP THICK DGIASs FIG. GAUGE GA. GAUGE TOK THICK GAR. DISP. GARBAGE DISPOSAL T'.O C. TOP OF CURB GTE, I GROUND.FAUULT CIRCUIT TT OP. TOP OF PLATE .O.S. TOP OF SLAB GL. INTERRUPTER GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF IiDR, HEADER W. WASHER HOT. OR HE HEIGHT W/ W TH INS INSULATION WD. WOOD ENT. INTERIOR WDW. WINDOW w I. WRTOUGHT IRS DF,BCREMON 2-STORY q" IU CONVERSION-Vy ARCHITECTURAL SHEET DESCRIPTION BET ISSIED PG CI -COVER SHEET GN- GENERAL NOTES ALLCAB. VV`12602 PG Al -FIRST FLOOR PLANOHKSH-BASIC PG AIA-FLOOR PLAN SECTIONS%0� FLORIDA (,OiDIN LaRtp �1�H P PG A2-SECOND FLOOR PLAN NATI A EU11.(�iR) R PG A3J-FRONT do REAR EIEVA AL ELECTRI , 1 C CODE, PG A4J-LEFT k RIGHT ELEVA HE �� C CODE, C11Y PG El -FIRST FLOOR ELECTRIC' NCE PG E2-SECOND FLOOR ELECTRICAL P ad L� PG PI -PLUMBING PLAN PGMl-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECI CAL PLAN PG DI -DETAILS � ' n' PG D2-DETAILS ` ' I� V �•. C/A7' AUG PG D3-DETAILS T y (�P Q� PG D4-PRODUCT APPROV 3 p PG WAi-WALL ASSEMBLY ��rj E�C,cy l� � HILL PG WA2-WALL ASSEMBLY DETAl1S PG WAS -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS rDATIE ADDED ELEV.'J' A TC'IINTHI SIDNG PER MARKpG CID BET RE-IBBLED FOOTMK+REVISIONS, PER MBaSS 0615AS ]-JOISTS INCORPORATED INTO MASTER MAN ,"TFMTION DOGU"ENTSRE-IB&lED ADDED VALLEY FRAMNG DETAIL, UPDATED BOLLARD DETAIL DETAIL. 'ADDING BAR TO BOND BEAM' ADDED TO BI]A r PLAN MAINTENANCE STATE OF FLORIDA ARCHITECT. ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: 407 774-6078 ( ) Fax: (407) 774-4078 .FT. CA . S REVISED LINTEL SIZE AT FRONT ENTRY DOOR uPDatEo LEDGER BOLT SIZE SPACINGPROFESSIONAL FLR LIVRYa RRm4 SQ. FT. • D FLR LIVING Sol BQ. FT. toraL LIVING 2605 SQ. FT. GARAGE 4ST SQ.FT. PORCWELEV' V 48 BQ FT. TOTAL ELEV'S 'J' 30M SQ. FT. ado PATIO SO Iba FT. FEVISED I -JOIST LAYOUT 06/!Vp ADDED LED LIGHTS TO KITCHEN A ]BATHROOM PER MARK MOIEB oTQB)H ADDED STORE OPTION TO EI EVATILNS G', Ta', 'J' I TC' OW" LEDGER BOLTSPACNGRlEVISED RO)26/NJ ADDED OPT. V-0' CEILNG HEK>tHHTS "J20 REPLACE USP =HHECTORS WITH SMOSO l CONNECTORS v3swe REVISED DETAIL ON SHEET D2 OPT. W-O' CLG. HOT. 0440 20 REVISED STAIR SECTION DETAIL FOR OPT. W-C CLG. HST. OI/OIQI 202® FBC IPDATE o3�o3/tR ADD801�'TD�'°�'LB STRUCTURAL SHEET # DESCRIPTION 03/05/21 ADD FLAT HEADER A T'-6' AFT. (V-0' CLG OILY) PG 31-FOUNDATION PLAN PG SS.SA-DETAILS PG 31.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG 92-FIRST LIFT BEAM PLAN AND NOTES _ PG S2.IA-DET PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.lA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5AA-SAFE LOAD TABLES PG SB-ROOF FRAMING PLAN PG SNl-DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION Dd ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO "RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO IM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCI ON BASTED ON THE DRAWING SET. aB)Rrrn ADDED 20 F001ER OPTION I1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes;WWPup.¢om AA #: 0003325 h S � 4 aIVSDIV. ae rro N ABBOTT PARK TAT #2 OI,] # PHASE ASE # 4C PLROJWTIP 04181.04C-02141 1RJODSIa 4EHB "2605-HAYDEN" QARA03 81fD1 2 RIGHT PAGIM COVER SHEET 160 MPH EXP. Cff -9) MINT DA 10/28/21 aICALE: 1/4-=1'-O" milmm 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 2020CHAPTER 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 OMSSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT)ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REWIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. 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. GARAM AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER Q DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13B INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: 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 MA SHEET STEEL V MN. 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 R3026 & TABLE R302.6. THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALLBE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE TH A TM D1 7- 1 1. THE EWITH S 55 20 2E BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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" TEARER 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 UGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICANWOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMNG MEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR 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. PLUMBRNi 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH'/.' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVEFAM 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 FINK HU 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-Cl063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM•CIO63-19aAND R703.7. FR E 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 CER RIGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CON&TRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS 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 BOFFRS 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) 7ttiEDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdostgngroup.com AA N: 0003325 0 a aVzlDIV. Aa IAT: ABBOTT PARK LOT #2 BLK #14 PHASE #4C PllOJWCTIAI 041 4C-0214 W0DRIe 4EHB "2605- HAYDEN" GA1tAGs OWING: RIGHT PAGO: GENERAL NOTES 160 MPH EXP. C DA10/26 121 OCJ%=: 1/4"=1'-0" almm T GN 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32760 PH: 407.7746078 FAX: 40T•774-4078 www.abdosigngroup.com AA 0: 0003325 0 'III's �F ' axhiDIR as LOTS ABBOTT PARK LOT #2 BLK #14 PHASE #4C PROJMT# 04181.04C-02141 M[ODRIs 4EHB "2605— HAYDEN" GARAaa DWEWO: RIGHT PAOIM FIRST FLOOR PLAN 160 MPH EXP. C MINT Dw10/28/21 alszaz�r Al Cl� TOP PLATE 9 M BAR DETAIL A BCALE= In'•1.-0. (2) LAYERS OF 34' PLYWOOD OR (2) "YOM OF 1/4' DUD FLOOR MATERIAL REM FOR SOUR NAILING AH U ' TREAo& TO 6TRI * VA WT EA 3' 711 111 I6 • II STRINGER UNTMEADED SFiMIiC TO EXTEND DEYOND TFIIOGNE68 OF Dllp-FLOOR DHEATNNG / C / 1 42' A W o UALLc r 4 3/4' KIC PLA1 MAX. L NO&WG to, m d MRNL 6 / /' J / ;;oll —2X4 ATTACHED UPI" MA&ONRY NAIL$ • 2X4 IwT. SLEEPER INTO &LAD WITHIN &' OF EACH END. 32' OC. MAX 3-2x0 SYP STRNdM REINFORCED WI2X4 6" UVCONT. 06AD OF Sib -BOOR ADHESIVE ImL-460 OR GIM LAZE A EA HORIZONTAL- RUN 2 x 4 li-IttCRC111G • EA. 2 X 0 WRINGER SECURE awdl 6'-V OC. HALT III WI CAP 5'-0' SAI' T16 SUD FLOOR LA U N . GLUED 4 BCISESED PER FAGIN ER ecHeDule 9'-4 3/4' 2P B'-0' 33RG. orp PRE-ENGT) FLOOItlNG &Y6TEM (SEE FLOOR FRAMING SHEET) NIA 6IAIR6 Itl!l166 to carow'I To FDCR TIN EDITION (2020) MN TREAD•IO' MAX. RISER.T SM' 41R: DATA. MAX. VARIATION IN 15R T52' RISERVI' RADA ADJACENT TO EACH 14 TREADS • OTIM VAN OTHER 3M• MAX VARIATION M ANY V NOSMG RMER/IREAD HANDRAIL CIRCULAR CROSS SECTION DIAL TO DE I VA' .-VA' OR PROVDE EOWVALENT 6RASPADILITY 1000101116- MN V WIDE • NARROW END MN II' WIDTH • O' FROM MARROW END 34' MN. HANDRAIL HGT. STAIR SECTION B BCALE= 'ENCLOSED ACCESSEI-E SPACE UNDER STAIRS SWALL HAVE IW . 1 6, UNDER STAIR SURFACE AND ANY SOFFIT& PROTECTED ON THE ENCLOSED SIDE WITH IQ' GYPSUI I D0ARD6. FDCR 302.1 14ANDRAIL III3V W/ 2X4 RE -NEON THE CLEAR SPACE $ETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1AZ NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF li'a 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN (p 114' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/13'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601A.1 / FA.C. 2020 K-,--�HANDRAIL SECTION HDR. DTL. D SGALE= In • I'-m' NOTE, HEADER FINISH TO EWE PER 00MMWITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407.774.4078 www.abdealgngmup.mm AA 0: 0003325 _ J s� E 0 a'<JZlD3V. I W ABBOTT PARK LOT #2 BLK #14 PHASE 4C PROJWT# 041 1.04C-02 4 MOIDIMU 4EHB "2605— HAYDEN" GAXAGZ 81FIKM RIGHT PALM FLOOR PLAN SECTIONS / DETAILS %160 MPH EXP. C r10/20/21l. 1/4"=1'-0"T 1A BNINGLE FYPON 18'X48' DECORATIVE 6NUTTER OR ECUIYALENT IT'-4' 2ND FLR �, 5R3. - 6' RAISED SAND (TYP.)—,,, V-4 3/4' 2ND F� - 8'-0' BR3. HGT,r, e ENTRY I- 4' P BAND 0 O' PIN. FLP,,o - M-4' 2ND FLR �„ BRG. NGT.�--� I I I I I I I I V-4' 3/4' 2ND FLR _ FN. FLR./BRG. WGT. —� 8'-0' CLG. I TYP. I 1 I I I 1 0'-0' FIN. FLRA, 25'-4' BLDG. WST —LAP SIDING AS Ell Immol a III "11 I III ■■ ■■ I'!' " FRONT ELEVATION V - '-0' TEXTEND Pm REAR ELEVATION SCALE: 1/4 X I'-0' TEXTURED FINISH _ 9'-4 3/4" 2ND FIN. FLR -0' CI -Cs. HGT. 6' RAISED BAND OPT.COACN LIGWT o &-0 ,L1�'-4' 2ND FLR BRCS. HGT. � V-4' 3/4" 2ND FLR FIN. FLR/15W.. NGT. 'L_YB 0 CLG. i-GT. _ _ 40'-O' FIN. FLR. REA OF ATTIC ISM S0. FT. NET FREE VENTILATION AREA REQUIRED = 1/aw REOSAREDVENTILAMON AREA = ISMJ= = 5.29 VENTILATION AREA X SO. INCR5 PER Fr.(144) • 70Q65a IN. MN. REQUIRED VENTILATION = 5X 7SU IN UPPER PORTION OF ATM 3W45LL IN. OFT RIDGE VENTILATION AREA 115 50. IN. PER VENT 3864 /1I5 TOTAL: OF VENTS REQUIRED a 3.307R3 TOTAL OF'ENTSPRDVIDED = 4 AREA OFATDC CIS PERMTER OF THE Hd15E, l� THE OVERHANG E RIOROFWAU.TOEXTERIOROFW NOOVERHANGStNClUOED V2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY 70 MASONRY 4Y14. 6ALV. %.'-TYPE PI Ab4NS GET N ROOPNG ClMINT PHISFAWAS6 614WGLE6 W&MIERLAYFCNT AS PER PECR 2X6 GYP P'T LEDGER UV S66).L Imop aw"TWI G, 7MICAOQM V2YIG' TMMADED ROD 32' AS PER SWEET 6NL 6ECUFED PER OG. 4 WfWN 6' OF lACW FASTEIM 604R " END MAX 07 N GRIPSOW 6R'IP60N LSU•26—� WI W STRENST41 EXPDXY OR HOOP SLOPE P'ER --- I ELEVATION 2X6 GYP PT LEDGER W/ MN.'IA& OSB 61lAfW616 V2'XS' TI WADCD ROD GUSSET TO of SECURED TO 32, or_ 4 WITWI N 6' OF 2X6 YEMpER6 IS, 6d n1AIL8 EACW END MAX SET N !' O.C. Pll., ER I'-4' SIMPSON 14 W STREN9TW 6R'1P60N LUG-26 W [4) IOdY 2 _0' EXPDXY 6' MN EMBED. TO LBOWR AND (2) IOd'4 CNAN IEL PORE BORER TO 2X6 JOBT OVERHANG DETAIL A SCALE: 1/2 " I'-®' ENGNERWO WOOD TMINIS6 • 24' CC. SUBMIT SWOP DRAIMM SEALED BY I PROPCS610N4L ENGIWR FOR REVIEUI i AND C9PRIINTS P'LYUL70D $WATHING SEE eTwl2Tw1 2140 FLR m11v1. WST. .L WDCPM APO K AGWNG IV DRIP-- �—R HMO ANGIOM EDG! PER PMR W4RItAN7lE 6 REQUIREMENTS IIRAP PA6CIA WITH BREAK FETAL 6wr Dow MAM oyl 1X2, 2X6 WOOD PA6GIA S!E STRUCTURAL FOR FASTENERS VENTED &OMIT PER ATTIC CALC'G 14' TNIOC 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY KAMM TRIM PER ELEVATIONS 2ND FLR IU►OOW PER PLAN RAKE SOFFIT DETAIL B SCALE: V2 . 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosWkgroup.com AA N: 0003325 J 0 a oulwiv. ae LOTI ABBOTT PARK LOT #2 BLK #14 PHASE #4C pnon=T# 0418 .04C— 2 41 3&ODBT. 4EHB "2605— HAYDEN" GARAOR DIFEWM RIGHT PALM FRONT & REAR ELEVATION "J" 160 MPH EXP. C N m DATM 10/26/21 01IM&M 1/4"=1'-0" 2 emT A3 J PI'-4" 2ND FLRFLR 9'-4 3/4' 2ND FLR �, FIN. FLR/B%�. HGT. 8'-0' GLG. HCsTr� 0'-0' FIN. FLRo, Y— LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FIN15H OFF RIDGE VENT 2ND FLR WT. 9'-4 3/4' 2ND FLR. FIN. FLR1BFda. W.T. o•• '-0EN' T5M. HGT. 4,0'-0 — TYP. 1'1'-4' 2ND FLR �, I't'-4' 2ND FLR II II V-4 3/4' 2ND FLR II I I F * 2ND LR. �FN FIN. FLR --- ------'-----------------------_"------- T1------ FLR 8'-0' BRG.IaGT,�, ---------'---'-----------------'-----� W-0' CLG. 41GT. o ENTRY - ----- q I II TYP. I 0'-0" FIN. FLR. I FIN. FLR ----------- ------ ------ ----------------- RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNISFI 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w abdmigngmup.com AA 8: 0003325 1 M 0 ti oLTBDIV. So LOT: ABBOTT PARK LOT #2 BLK #14 PHASE #4C PIto mcTN 04 81.04C-02141 MODmL: 4EHB "2605— HAYDEN" GAMAGm 8WING: RIGHT PAGm: RIGHT & LEFT ELEVATION "J" 160 MPH EXP. C e2 f� i DluNT w10/28/21 wcALm: 1/4"=1'-0" oi3m= A4J ELECTRICAL LEGEND SYMBOL DEFINITICN NOTES DSV OUTLCT W AMP *602 FOLD nOV OUTLET aw OUTLET V2 OP dmv RTRD TO aura+ ON MV OUTLET �Ia�w*R 1111WAR TYPO) 220V OUTLET (4) 00 CONiGTICN dFl DR. WATD O-p000 OUTLET 6I101ND FAULT MCItlWIMDR WWTCN aUTCN 3-WAY OPCR 64 SSaTC14 4-RAY O'!R. .L ranreD v IGHT I. CEILM3 L04T © LED CLd LIGHr O VP LED VAPOR PROOF LOW O Vp VAFOR PROOP LOW ORED CAN evow. PAN I CM FER as Fr. Y1M.PAN ReLMHT I —PER-- (aPEO6 Tw BY ommm ® FLUOR 2-01" WRAP I4Rd64D rlaaeeeD) e :-BULB uMRA4• APIdM (N 2'f9dglBa@li 4' KA100S ICINT 4'—I— 0 PANEL MRTER O9D. w4ma DETECTOR BALL MOUN1W �AII.AaOG:I! U WALL DDtteTOle YIC.tl�D� ® SK.O r.EooN 01gt OEIKTOR C.o1700 SMALL N A DWAWCE OF NOT Lae rNN 4- PENDANT LISM HArURAL OAe ounin TELEPHONLE JACK YMTEW HEATER DIaCON4EGf • AIR cawITlaNNd as A i ON DISOOatCT FQ TeLEVIem LUCK Nd O TOM suppolumI N W CON ,,-BOp( MAIV= AD G tMIC®M sUCN 1'OR CIILM CON COLN& PAM&IUN TO �M sUPPORIDD N AOIpANOR RV CON MAINM AS W014 POW canna 24' Ct4r LIGoHT STR."6. IP nnnnnn >i' NGYDIeCDR LIdNT STWa• nnnnnnnn M• INCANIMICENT LIGHT STRIP FLooD LIeHr KP OPT. MGURITY • PA PLBH4ETTON 11o1R Cltl'!S EBB PORT • LOCATION OF TV JACKS 4 M400 OUTLETS 4 FAIN TO CE VDRPE'o • NOMEOLNIM PS!-OOWTCIGTION mat" S. • ALL 0 4 20 AMP BIIIANGM CDRGUTS TO N ARC FAULT PROTECTED PER ELECTRICAL PROVISION O. a= T74 ®RION HO20) 4 N[c 21OJ2 2OM mRla1 • 20 ANT T CITE AW CV40T ON KnCW M • DINaWONR DIS TO PANE A E MIKC A A • CJifE1D0'1 C)OLa{IST MN TO NAVE MN CAPACITY Q PAN SO OM NfE11MRTENT PER:I � PROVISIONS Q MCTION Me" • LAUNDRY ROOM MD DI0U4U46FtR MOIPTACLC SHALL Et d LND FAULT ORO)T-NTEICCEPIER P11107lCTIOJ FOR PERSONNEL ON FROMM • WIRMd METHOD SW LL N NON METALLIC CABLE PM ELECMCAL PRONNONS OF BCGaMH CD MO2at1 • ALL WOW TO COMPLY WITH CLECTtlCAL PROVISIONS OP Tot MOl TTN m (20201 • V I 1 ANii W41 1 tl YI !rT�_ef Or ,III ORD A.1_ PJkr— MAINSY CO. AMCN 9 O/04J PATIO ----------� I I So pl�l DDW I 0 i PRE -WIRED m LIVING CLG FAN ROOM I ROOM c, PRE -WIRED z CLG PAN ' BERM. #S I / O _ LI —"WITC.14 M CABINET _ II I OUTLET -— — — — — — — — — I I I FOR DW // TO 2ND FL. I I OkJTLET I I i , SWIT% II OR MICRO I O '� TIE N I / I I 1 BATH #i _ I I I / -- — I I I I LU .=J- PAN. ' GFI . 44' D. FOR GARArjE GFIa 0 APP. DOOR E BOLLARD —� -- AS REQ. PER BLDG. GORE KEYLE86 10 FIXTURE J METER PRE -WIRED III / / IOYR wI FIELD GI CP FAN III , 11 VERIFY GARAGE III DOOR 8- PREURE — — GMA•GE GPI � — IRRIGATION i . OUTLET • p� S' \ 4AFF. I `♦ PORCH -------------------- . ----------- COACH L KaNT FIRST FLOOR ELECTRICAL PLAN WALE. 1/4• • I•-V I -3• I -3� \I I L I —_—__—__--- LED LIGHTING C�? SINGLE LAV. BATH •2 150 AMP ELECTRICAL RISER NOT TO 6CALL A L N SLE CAL TDRIALS AND WTALLATR M SHALL COMPLY UTN ELECTRICAL PRON81" OF THE POM TTH rorcm HA 201 LOCAL CODES, AND ALL LOCAL PORCR eaM PANT RCaWR@eNT& IL ALL CONDUCTORS MALL BD TYPE TAN/TNIN U4LDM NDTCD OTNCN 144, TROMPCIE•NR PROVCD 40 AMP, 2444/ VOLT. i M"M aCCONDAWX DLCCTRICAL SERVICE. PROVDE a 1 CIMM-M (OU N I-VY' DIA dCwwLLCONDUIT C N PVc OR PROVED e •J/* AI UMNIM (AL) N 2" DW SONEOU.E 00 PVC CORMT UPR m SERVICE• Is PF1OV=D BY no ELECTRIC COMPANY. cOORDNA.TE YPrN Tot ELECTRIC COMPANY PRIOR TO CID. PIWOt 5120 04 TNM WO AL, TIAN • Pa CU N 2• (CO DWT TO THS'NATE A COMBINATION SDRVIOE DMC@.NCT SUTCH AND M ELECTRIC METER N NEMA M ENCLO&UM w wm" MRvxa rAR++EHr DOWPNENt NTEWe»reT ROOM TEfE'IRiAL AT LOW VT)LTAdE CON ECTI" 144 OJ seRVIGE 0I0d60 CONEc= TO CONCRETE ENC.AlED POOTM VmL PER ELOCTR CAL PMROV WOMM OF TWE PRCR m+ @171@LCt�l MS" VIA X S PT LOW COPPER CLAD d %OL O ROD 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA S: 0003325 fit 4 6 ti aysD:v ae LOT2 ABBOTT PARK LOT #2 BLK #14 PHASE 4C PIRO"=TN 4181 4C- 2 4 u0pau 4EHB "2605- HAYDEN" GA1tAGZ EWDMt RIGHT " TIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C rmpmw 10/28/21 : 1/4"=1'-0" E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e Dav OUTLET 20 AI'P ""A POLE nov OUTLET w OUTLET VJ (IIRLeT imamTo s wncN a!1 IIV OUTLET NOUIMI D UOPIC FALL N1ER!•IER (TAMP"! WBWAW TM) "ov CUTLET (4) an caNEcrwN aFl C LvAlow low gkwjIo FALT auatc++ SWITCH !-WAY Orm 6 TTCN 4-WAY OPM •_/-1 �V uwLLreuaeD Lwff CEILNO LISNT © LED MA LIONT LED VAPM ©� FWOM LOW @VIP VAPOR PROOF LRIR eVNC. FAN I CR1 rm an FT. ~. PAN WLRN( I OM pm a(s FT. FIXTIeEI rare!'! Teo RY ® R 2-RIILR uPIM AIeaND fReceeeeD) ANIOUND (WIC FNT) `—J /----I 2' IL0011SKJM NAoplamc I{ 1' TRACK LWR 0 PANEL METER O S.D. ETaKE otToeTeR ..,. �.. YILHam11El own Off ucToR ®6�0 OMISoI( !TOE S cOIEO OFNO !E A DWN 4- Q NOT L!M TEi P PROM IALL resCk4W L047 NATURAL oaa 10. TELEPA00 JACK WN UTATEe NEAteR DReoMlet Iffs AOL "' See AMU ON I� TeLeVINO "m OJ-mm TO of a x-mmm N ACealcAteE OF EON KAINM b V"FOR R•TV1V N OELNS FANA.RNC ACCaITOMeDMSPo" IJODf II 0 b eU67 gale �Jnna 24• SICANDtacow LIONT STIMI• nnnnnn 36' NOANDEaCEW LidW STRIP onnnnnnn µ•me L1dW error ROOD LIONT arc Qwtrfy KnrAo • maruR 7cm FOR cwm ueb rom • LOCATION OF TV JACKS I PNONE OUTLETS a FAlM TO BE VEItlFIID • NOFEOW'ER PRE-CowemICTION MEETNCk • 20 AMP MWANCN CINIM s TO M ARC FAULT PROTECTED PER ELECTRICAL MWVMIONS OF 1= • 2e DEDICATED LAUNDRY mR. • GFI • MLAND (NOT ON KITCFEN CIICWT) • Olskut SIEIe 016CONAECT TO W LOCKOUT N PANEL • RATNN=M RX"AT PAN TO NAVE Mel CAPACITY OF so CIM NRRMTTmw PER ELECTRICAL rft"k as OF NOTION MOTS Ty TTN eDftN]d tTe]et • LMSORT ROOM MG DI/14lYWiR IESClPCA= SNAIL ME GROLND FAULT OMeCUR-MREIEUIPTER PROTECTION FOR rEIEIQIlL ON F1119126ft • IRNO METHOD SHALL ME NOW METALLIC CANA PER ELECTRICAL PRDrISI" aP NQ n E1 aGM • ALL WOIOC TO COMPLY ITN ELECIIECAL F910Y MONa Q TFE FECJe TTII eD (2e2e1 BY -111 OM AND • TSY S LYT4RSI6 MMT !! EN!<TN EFFIGENT TYPE PER EPIG�ICY) 7e7e_ TL•. ®RID/,l R4e4) I SECOND FLOOR ELECTRICAL PLAN SOALE: 1/4' : 1'-0' Rools- LED LIGHTING @ DOUBLE LAV. 5AT14 M LED LIGHTING @ DOUBLE LAV. BATH Ir 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 � S r C C svaD:v as LOT: ABBOTT PARK LOT #2 BLK #14 PHASE #4C PROJRCT# 04 .04 -02141 MOD=, 4EHB "2605- HAYDEN" GARAGR 8WDJ0: RIGHT P EMCOND FLOOR ELECTRICAL PLAN 160 MPH EXP C i L'----------J SECOND FLOOR PLUMBING PLAN BGALE. I/4 • V-O' FIRST FLOOR PLUMBING PLAN 9GALE: 1/4 . P-V 2• ! LAV V4' GO s• tup 3' TO MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdasigngroup.mm L AA 8: 0003325 4 wanly as roan ABBOTT PARK LOT #2 BLK #14 PHASE #4C PROJ=T* 04 1.04C- 2141 MODEM, 4EHB "2605- HAYDEN" GARAGE 8WDfG: RIGHT PAGZ: PLUMBING PLANS 160 MPH EXP C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. 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 FACT l MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 04 CLASS I AIR DUCT AS PER NFPA WA 2-5.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TtH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FOO IN EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTU06, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC IN EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBC IN EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DFRJ&ERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANMC 4 DBF 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 DFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK I BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR 0 THERMOSTAT m PASS-THIO) AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PAN& W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. W/ (2)-3/1650' TAPCONS CONDENSER UNIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE YI—SECURE STRAP TO UNIT UI/ (2) EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB 1SXI 1/4' $HT. MTL. SCREWS REFRIGERANT REFRIGERANT LINES TO CONDENSER UNIT PLATFO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD DRAIN, PER IN AN FBN EDITION GR 1TH EDITION (2020)) NOTE, MAIN COND. DRAIN 3/4' DIA. MECHANICAL BLDG. CODE SECTION 3017.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL E-T2T_'-r>1i� --"'�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (TY COUNTERSUNK C.O. PLUG FIN. GRADE OR I*AvWs SEE SPEC. o' CONC. FITTING OR EXTENSION t0 SOIL OR WASTE AS REQUIRED 2 XAT. GROUND CLEAN -OUT (TYQ I r---------71 I I I DIM r 14' FROM OM I xuu� BEDROOM 1 I III 1 II I I�------ 1 l 1 >1 I I 12X12 m — — — — — — PASS TNRU jar D ' I I ----------------- I----�v I -- I 80 OEM IGTCHEI I I I sTOR• I I I I 1 II WH 12X8 f ✓8�4 S' &/A �� II FROM ABOVE III II FOYER III III - - - GARAGE I I I PORCL ------- H ---- --------------- FIRST FLOOR MECHANICAL PLAN SCALE, V4 . P-0• 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407.7744078 www.abdesWigroup.com AA M: 0003325 J o � o di avaasv. as Lrom ABBOTT PARK LOT #2 BLK #14 PHASE 4C PROD=T# 041 1.04C— 2 41 awDau 4EHB "2605— HAYDEN" GARAOX O IINM RIGHT PAGW. FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C i '- I� - - - - - - - - - J SECOND FLOOR MECHANICAL PLAN SCALM /4 . V-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7748078 FAX: 407-774-4078 www.abdestpgroup.com AA 0: 0003325 oil 4 a sysnly as WID ABBOTT PARK LOT #2 BLK #14 PHASE #4C FROJSiCT# 04 8 .04C-0 14 M ODIUa 4EHB "2605— HAYDEN" GAllAGM 81FZW0: RIGHT PAGM: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C DAM 10/28/21 OCA* M 1/4"=V-0" amlz= M 2 2X4 TOP PLATE PRE-FAB TRUSS 1/2' CLG BOARD I/7' DRYWALL 1 ` 1 SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL 0 32' O.C. MAX FIN. FLR, 2X4 WOOD STUDS .24' OG TIONS SUPPORTING HUNG PLUMBING RES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x&, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL NON—BRG. D1 SCALE, 8/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FDCR 905.1.E ROOF SHEATHING THICO2NE86 A6 PER 8 -EET SNI. SECURED PER FASTENER SCHEDULE PRE -ENS TRUSSJJ MTL. DRIP EDGE J/ 2x FASCIA PER I -0 ELEVATION& TYP. OF{ VENTED SOFFIT I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY p/8' GYPSUM 5( OR I/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATION STRUCTURAL Ix2 P.T. FURRING — STRIPS * 24' O.C. a' CMU U2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR_ a . a a e° h W/ WINDOW OPENING V DIA GLEN\& DO NOT OUT PE SOD BEAM NOT Go SOLID aftwT TIE BOND w eLU S &NAM (2) COMGS! - 2A PIPE THROUGH BOND BEAM GCALG 3/4--l'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 90511. ROOF SWEATHNG THICKNESS AS PER SWEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-0' FIN. FLR • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE T-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1191 SCALE, s/4 .r-°' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 'ITH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4069 TYPE III OR TYPE IV UNDERLAYMENT. rsa MLAL row sus ue 2B GAS LINE THRU BLACK s y'•r•r ♦ ♦ ♦ I D40�iTiTiT040ri�iTi?i�4rj; �4 �t _3_ GARAGE DOOR JAMBS D1 SCALE: FIBERGLA66 614INGLE8 PIBERGLA68 6HINGLE6 2X4 SPF 24' O.G. MAX. WITH UNDERL.AYMENT WITH UNDERLAYMENT 6ECURE W/ (2) 12d NAILS AS PER FBCR 905.LL AS PER F5CR 905.1.1. • EA END ROOF 814EATWNG ROOF SHEATHING 2x BLOCKING BETWEEN TRU86E6 THICgNESS AS PER TWIC004EGS AS MR PER STRUCTURAL DETAILS SHEET SNI. SHEET 8NI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFDACK AT ALL UFROWTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-+ WD• TRUE AX. 2x FASCIA PER ELEVATION& 0. ELEVATION VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATWNG � CONY. 2x RAT FAIN SECURED PER STRUCTURAL DETAILS THICUGIE88 A8 PER WALL SHEATHING SEE ENERGY CODE FORMS FOR SWEET 8N1. SECURE PER THICKNESS AS PER FASTENER SCHEDULE INSULATION It -VALUES y SWEET SNL SECURE PER ON SHEET 8NI PER ELEVATION FASTENER BCWEDULE PRE -ENS. GABLE TRUSS 5/B' GYPSUMR BOARD O1/2' ON SWEET eNE WEEP SCREED HIGH STRENGTH C.L.G. BOARD PRE -ENS. 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 1/2' THICK 2 COAT�� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,I 6 CHU� e. a ,a . 4: STRUCTURAL bet P.T. FURRING — STRIPS * 24, O.C. IA' GYP. WL. BD.- WODD ISA6E— — 0'-0' FIN. FLR ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 9-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 _ . AND 16095.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.I'-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.I.I.1 OF THE FBCR 2020 ITH EDITION 16 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BIND. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407.774-0078 wwwAbdeslgngroup.com AA 0: 0003325 s� a E 0 aulmrv. aG LOT: ABBOTT PARK LOT #2 BLK #14 PHASE 4C P1ROJWTSU 04181.04C-02141 MODRIW 4EHB "2605- HAYDEN" 0APtA0a awaTG: RIGHT PARSE: DETAILS 160 MPH EXP. C DaWT w10/28/21 8CALZI:1/4"=1'-0" aimcw D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR WS.U. AS PER FBCR wS.U. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SWEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. TM PRE-ENG W. 24' O.C. MAX ELEVATION 24 OG. MAX rPE�ON T METAL DRIP EDGE METAL DRIP EDGE MATT INSULATION MATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS GALLS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED 10.41. I 5/8' GYPSUM BOARD ELEVATIONS IO.FI. 5/8' GYPSUM BOARD SOFFIT TYP. OR V2' HIGH STRENGTH TYP. OR In' HIGH STRENGTH CLG. BOARD V7Ep CLG. BOARD REFERENCE Ix2 FIR: -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE BTRLIGTURAL -4.1 INSUL. w Q WINDOW ATTACHMENT Ab PER E MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 5/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT V F GLUED AND NAILED W' THICK, 2 COAT � �NEDULE PORTLAND CEMENT > AS PER SCHEDULE ILA PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY m MASONRY -' W DQ FIRE -STOP LEVA ION DO FIRE -STOP IfELEVATION SEE STRUCTURAL SEE STRUCTURAL Y L VATI LEVATION 5/8' GYPSUM BOARD 5/6' GYPSUM BOARD OR I/2' W*W STRENGTH CLG. OR 112' HIGH STRENGTH BOARD CLG. BOARD �PER L VAT ON OQ FIRE -STOP DQ FIRE -STOP R-4.I INSUL. R-4.1IN&JL. W w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED hei P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. STRIPS, • 24' O,C. MASONRY 8' CN1U DIRECTLY TO 8' cm 1/2,MASONRY2' GYP. WL. DD. 1/2, GYP. WL. BD. IX2 FIRE -STOP WOOD BASE WOOD IX2 FIRE -STOP BABE a e L ~ a. 4. n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING SECONDYFLOOR BLOCK BLOCK SCALE. 8/4'.I'-®' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.774.4078 www.aDdealgngroup.com AA S: 0003325 m .y B o F MOM a LATS ABBOTT PARK LOT #2 BLK #14 PHASE #4C PROJWT# 0418 ,04C- 2 4 MODS 4EHB "2605- HAYDEN" GARAGR 8TIZIM RIGHT PAGI DETAILS %160 MPH EXP. C 7IXX6 P.T. 4 CENTER CP DOOR MADER SECURED WV (V 14, X Y J-DOLT UV 4' MN EMBEDMENT W/ 2' X 2' X VS' WA&MR 4 NUT OR UV (2) I!1' X S' ANCHOR DOLTS UV 4' MN EMBEDMENT UV 2' X 2' X VS' UAOMR 4 NUT—, L'el��■��LJ��w 1 1/1' EMBED, E OG. 4' Be DIST. I IR' IDes DIST. 2X6 GARAGE DOOM SUCK SECURED W/ (6) V2' X S' J-DOLT OR ANCNDR BOLT6. W/ 4' MN EMBEDMENT, W 2' X 2' X V6' WAGNER / NJT. (O WTIN S' OF TOP, (U WITNN W OF TIE BTM, ® (!)EVENLY SPACED. ALL ANCHORS G W.L BE N ACCORDANCE TO MAMPACTJRIE" INSTALLATION NSTMJCTIONb WERE SUCH N6TRUCTIONB ARE MORE OYMP45M GARAGE DOOR BUCK ATTACHMENT \QVma-v r Cm V2' DIKUIN.L Ix4 P.T. OR 6/4'X4' MN SECURE THRIJ FRA2TE 4 ❑ rX4' EMEND 1.1/4' INTO P.T. NAILER BLOCK IW 3A6' TAP'C0N6 DOOR CASSId MN BHANK SIZE US MN HEAD SIZE 300 MN EMBEDMENT 1-1/4' WTHN 6' OP EACH END DOOR JAMB OR WINDOW I IS' OL. MAX SPACING ATTACH TO TX PER MANFACT3RE8 DETAILS, NOTE, SHM AS NEEDED TO PLUMB JAMB (DO NOT END VA') DOOR JAMB TO BLACK +3/4" OR +5/4" s 11 To BLACK +3/4" OR +5/4" 2X4, = 6EC3RE TO BLOCK WV 3/I6' TAF CONE MN 6HANK 61111 Job MN MEAD 61ZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END I M' QC, MAX SPACING, 2X6, RO MCI= TO BACK UYII) SAW TAPGONS MN GWANK in .INS MN HEAD SIZE 300 MN EMBEDMENT 1 V41) 6, Cm WITNN S' OF EACH END I W OD. MAX 6PACNG. V2' DRYWALL 2XS, ® ❑ 1'X4' SECURE TO BOCK RT. NAILER WK2) 3AW TAFrA" MN 6WANK SIZE .US DOOR CA6N6 MN HEAD SIZE 300 MN EMBEDMENT I VA') WITNN W CP EACH END 4 I•' OG. MAX 6PA'C'W DOOR JAMB OR WINDOW ATTACH TO 2X PER MA)•1rACTURE6 DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLACK +l 1/E" n .1�D4D0W TO BLOCK +1 1/2" ems 2X4, BOOM TO BLOCK UV 3AW TAFC," (MN. 6WANK 612E J45 MN MAD 612E 300 MN. EMBEDMENT I V41) IMTI4IN W OF EACH END 11S• O.G. MAX 6PAGRXa 2X6, CM 850Alft TO BLOCK UV(2) 3A6' TAFlCON6 (MN SHANK 61ZE AS MN MAD SIZE 3" MN EMBEDMENT 1 V4.) WITHIN S' OF BACH END 6' CMIJ I N' OP. I.— SPAC6N6. VT' DRYWALL 2XS, SECURE TO BLOCK WK2) 3/16' TAPCONG P.T. NAILER (MN SHAM SIZE .14b lA6' OSa. X 4' MN. MN MAO SIZE 300 MN EMBEDMENT I IAW) DOOR CAGING WITHIN 6' CP MACH END I B' O MAX SPACING DOOR JAMBR DOU OWI ATTACH TO 2X PER MANIPACT RNS DETAILS. NOTE, 6NM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/16" 611PBd w TO BLACK +1 15/36" 1v� 2X4, 6EC13RE TO BLOCK W/ 3/16' TAP•CON6 MN 6WLWK 61ZE Job MN WEAR SIZE 300 MN EMBEDMENT I V41) WITHIN 0' OF EACH END 4 IS' OL. MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE I bEOY3RED LOCK SECURE TO BLOCK TWPKWGI4 NOWWFI lCTURAL WT2) l/l6' TA 3/16' TAPCON MN 14M' (MN. SWAWK SIZE 34D EMBEDMENT INTO BOCK MN HEAD 812E 300 MN tM� I V49 WITHIN W OF EACH END p' CMJ 116' Or— MAX SPACING. yU• DRYWALL 2X& ® ❑ SECURE TO BOCK WK2) US' TAPP.ON6 PT. HAILER MN 6NANK an 14b MN MEAD SIZE 306 DOOR CASING MN O'BEDMENT 1 V4') WITNN W OP EACH END I ISOL. MAX 6PACM6. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMPACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +$ 1/4" y�l�(jlf TO BLACK +2 1/4" 2X4, = SECURE ro BLOCK (IM3116' TAMON6 MIN 661ANK 61ZE .14E MN. HEAD INZE 300 MN EMBEDMENT I I/49 WM41N S' CP EAGH END I IS' OL. MAX SPACING. Txb. 130 MCWE TO BOCK WN7) WIG' TAPCONS MN SHANK SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT 1 114-) WITHIN S' OP EACH END S' Cm I W OL. MAX SPACING, I/2, L 7XM ® ❑ CK BLOCN6 I,HA, IW(2Rff )b/ W/f7K' iAP'C R.T. NAILER (MN SFAW SIZE JO DOOR CASING MN FEAR SIZE 300 MN EMBEDMENT I V4') WTHN S' OP EACH END 4 a, Or_ MIAx SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MARPACTLIM E6 DETAILS. NOTE, 61414 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED IA4') DOOR JAMB TO BLACK +3" @m11Dw x aTnrT( ig" 2X4, SECURE TO BLOCK W 31AW TAFGONG MN 6NANK 6120 14S MN LEAD 61ZE JIM MN EMBEDMENT 1 VA') WTHN V OP EACH END 4 10' O.G MAX SPACING. NOTE, STRUCTURAL 2X MJ6T BE 2X6, ® ON OUTSIDE / SECURED BECAME TO BLOCK THROU9H NM W INXTURAL WK7) 3/16' TAPCON6 3/16' TAP'CON MN I-V4- MN SHANK SIZE .145 EMBEDMENT INTO BOCK MN MEAD 612E 300 MN EMBEDMENT 1 V41) WTHN S' OP EACH END 6, cm 4 W 01 MAX SPACING V2' DRYWALL 2)M ® I'X4• SECURE TO BLOCK P.T. NAILER WK2) 3JI6' TAPCONS MN SHANK SUE DOOR CA6N6 MN LEAD SIZE 3 MN EMBEDMENT i WTMNN S' Or EAC I IS' = Max SPACN6 DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO FLU IS MANUPACTURE6 DETAIL& JAMB foO NOT EXCEED VW) 2ND 2x SECURE ro eTRIGT13bU1 MEMBER UAKTAd WTHN 6' OP EACH END / 6' TO 6' OL. MAX DOOR JAMB TO BLACK +3" F TX4. 6ECJRE TO BLOCK WV V4' 704CONS MN. 6HANK SIZE 145 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/49 IWTHN S' OF EACH END A I6. O.C. MAX 6PACN6. 2X6, = 6EauE TO BLOCK W02)1/4' TAPCON6 MN SHANK Simms MN HEAD SIM 300 MN EMBEDMENT i VA.) WTHN 6' OF EACH END 4 W Of MAX SPACING. 2X& aw SECURE TO BLOCK WR2)1/4' TAPCONS (MAN. SHANK SIZE J46 MN MAD 61ZE 300 MN EMBEDMENT 1 1/4') WTHN W OF BACK END I E' OG MAX SPACING. S' cm LW DRYWALL I'X4' P.T. NAILER 1/16' 080. X 4' MN DOOR CASING DOOR JAMS OR WNDGW ATTACH TO 7X PER MAMPACTURCS DETAILS. NOB, 6HM A6 NEEDED TO PLUMB JAMB (DO NDT EXCEED V4') DOOR JAMB TO BLACK +3 7/16" �� W TO BLACK +3 7/16" 2X4, SECURE TO BLOCK W/ V4' TAPCCNS (MN SWANK 61ZE J48 MN HEAD SM 300 MN EMBEDMENT 1 V4') WITNN S' OF EACH END 4 E' Oa MAX SPACING. 2X6. = 6ECI3RE TO BLOCK WK2) IA' TAF CONS (MN 6NANK 6120 .INS MN HEAD SIZE 300 MN EMBEDMENT 1 114') WTHN W O° EACH END 4 W OL. MAX SPACING 2X& UM "CURE TO BOCK WK2) IA4' TAPC.OINb (MK 6HANK SIZE J46 MN MEAD 61ZE 300 MN 010NOMENT 1 114') WTHN S' OF EACH I ND I WO.0 MAX 6PACNS. NOTE, STRUCTURAL 2X MIST DE ON CUT$= I SECURED THROUGH NON•6TRUCTUIRAL 3AW TAPCON MN 1-1/4' EMBEDMENT INTO BOCK L�1 b' cm IR' DRYUI4LL ❑ 1'X4' PT. NAILER P P.T. X 4' MN �I r- DOOR CAOM DOOR JAMB OR WINDOW ATTACH TO 2X PER MUSJrACT3QS DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" �11�INDOs 1► TO BLOCK +3 3/4" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407.774-6078 FAX: 407-774-4078 wwwabdesWigroup.eom AA S: 0003325 G a O Y�ppp� a K C a H il I Ll 11 6lnSDIV. & LOT: ABBOTT PARK LOT #2 BLK #14 PHASE 4C PLR,OJWT#N 04 81. 4C-02141 mox" L: 4EHB "2605- HAYDEN" GAICAGS LsWUM: RIGHT PAGED: DETAILS %160 MPH EXP. C DA 10/26/21 DCAIM 1/4"=1'-0" S Imm D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/6/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 108602 SIMPSON STRUCT. CAMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104413 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13900.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 30531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869A GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 152792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 152792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FOCR 5/22/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956A THERMA-TRU EXT. DOORS BA" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single IRe EXT. DOOR 2020 FBCR 12/31/2021 307S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 252161 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 37922 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 15BA CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774,6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 O aumxv. rk IATJ ABBOTT PARK LOT #2 BLK #14 PHASE 4C PROJWT* 04 1, 4C-02 4 UOD=A 4EHB "2605-HAYDEN" GARAda NWDIC s RIGHT FACIE PRODUCT APPROVAL LISTING 160 MPH EXP. C O(.OLD AALYIp . R. OLrMA Largo. L gGN.M.0 * ae.AN . IL. C ® LR>LD NWIO.r1.♦ L MAN .II.s L CAOAN • R. C L P" "r. C OAR R. R TLL M. c TOL04e ROROI'I R.0m 0 .OtTa, RANK LwTa twrt ORAL, VOLD, m tm art. >M rARR em" ONLY) LAYM % = elRA 00wa ONLY) AYM a MAD►A! ORW RALNOv RANda, sTor p tr► TALL aArau o cCOAU RAa<au he FLA&" Rm,a,OFw>wA „w , wTurawh w ® KICKOUT DETAIL z �n WOOD SHEATHING OR GMU WREN LAYER 01, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER RODFNIALL SCREED 3'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) '11441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.ebdestgngroup.00m AA M: 0003325 s� h O avnniv. ae LOTs ABBOTT PARK LOT #2 BLK #14 PHASE #4C PllOJNCT# 04181.04C-02 41 MODNis 4EHB "2605- HAYDEN" 0AXAON BTFXNM RIGHT PAGN: WALL ASSEMBLY DETAILS 160 MPH EXP. C 15 - F 10/26/21 1/4"=1'-0" TA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER ------ WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/1&" ZIP WALL S-IEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATP TO BE PER SECTION R103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH &' SELF ADHESIVE OVER TOP 4 SIDES FLASHING WIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT A TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' — _1 F— PIPE THROUGH / - WALL 6' SELF ADHESIVE - PLASHING (INSTALL PER MANUP. SPECS.) BUILDING PAPE' UNDER 'QUICK FLASI EVENT PENETRATION SCALE: N.T.S. ELEC. METED VERIFY LO Ar=A IV RLL.LIVL STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION �EL£C. 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 „-- a" "• 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O 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 NOUSEWRAP POR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-2 BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 SHEATHING LAYER 02, POJiTIFIBER BUILDING; PAPER PETAL LATH O"TRICTION ,Y�P' TEXTURE HISW *DD MSTM TO WOOD STRICTIRAL i MEMBER • T' OC. MAX o• cMu 36, TO Jr MID-UTALL U}BHP 8CR6BD ADHESIVE PLASHNG, GLEAN MASONRY BEPORE APM.7NG (?�HORIZONTAL WEEP SCREED (FRAME TO BLOCK S' WRB LAYER M, STUCCO WRAP 9 APPLY MIN GRADE 'D' FELT OVER SELP-ADHERING FLASHING OVER APROVED HOUSEWRAP ,, WRB LAYER 01, STUCCO WRAP MEMBRANE FLASHING 1 WRB LAYER'2, FORTIFIBER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEW 05 STEF 1*6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdaalgngroup.com AA B: 0003325 rn s� m aulwiv. a w7t ABBOTT PARK LOT #2 BLK #14 PHASE #4C 041 4 - 2 41 oDzu r 4EHB 2605- HAYDEN GARAGM awINGs RIGHT PAG>E1 WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER -- — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — 2 1/2" CORNER BEAD (FASTENER 4 SPACING * I' O.G.) GMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774-6078 FAX: 407.7744078 www.abdestgngroup.com AA 8: 0003325 a 0 aABBOTT PARK LOT #2 BLK #14 PHASE 4C FIROJWT* 041 1.04 —0 141 MODILt 4EHB "2605— HAYDEN" GARAGM ewsrnh RIGHT PAC& WALL ASSEMBLY DETAILS 160 MPH EXP. C 1p FPUMTnA o/zs/zi SCAXM 1/4"=i'-O" slim= WA3 ka BEYOND �TRlGTION WOOD BHEATHM6 LLEATHER REM-Ml BARRIER WEATWEFtRREMOTWEAP Som / \ `AD4tRIN6 PLASWM 6 `\ ! WEATWER 1RMSTME ETARIER BTRP / \� � =^M0R �IMTNE 1 \ ` V RLASWM N�s DFEA au.V'D METAL 0ALVD, METAL 'T R.AGWM 'Z' PLABHRYi sx i \ T-AW'. OR AAl �vE uyc-KALA T g` SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOtE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LISS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX:407-774-4078 www.ebdealgngrouP.mm AA N: 0003325 O mumxv. ae IAT: ABBOTT PARK LOT #2 BLK #14 PHASE #4C 1pnoa CT# 4 81.04 - 2141 MODAn A 4EHB "2605- HAYDEN" GARAGE strDto: RIGHT PACE. WALL ASSEMBLY DETAILS 160 MPH EXP. C IMIMER CPStE SHCULD BE TAKEN N KEEPING THE VENT PROPERLY 4", B" AN01D' SHOWN IN 4'GPLV .. ALIGNED. VENT PIPE IS SEALED IFUTLIZED. NALIN PLACE USING 1-114" NAILS AT EACH CORNER.RO:LWGCEMENT SHOULD BE APPLIED TOPLLSINGLE EDGES NEAR THE IItiMMTpM CUTOUTTHEGOOSENECNVENTOPENNGNTHEI— SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECCAI—EDINSEVEREWEATHER004STAL CONSTRUCTION ZONES. CHART SHOWN. N THE EVENT A MECHANICAL VENT FAN IS USED, SGETIE VEMOPENING IN ACCORDANCE—H VENT FAN MANUFACTURES PIPINGCCNNECTION INS TR UCTICNS DONOTCUTNTOTRUS MORRAFTERSWHENCLITTlNG E OPENING IN THEROOF. REMOVE NTERI—NGSHNCLE NALS ARCMND THE I PERIMETER CF THE OPENING SOTHATTiE NALNGPlANGE OF THE VENT LAYS FLAT TO THE I—SHEATHNG. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER GLEE A SHINGLES. ALLOW THE BOTTOM VEMfUTXFB TOIAVW THE BS I THE HE T IF DIY--o—rll ROOF HOOD VENT DETAIL FOLD 410USEYRAP N AT JA'M 4 aLL APPROVED NOUNWRAT \ \ OVER aIEATWM OVER WD STW WALL a.aPe SS.L Ro. to ENteRIOR STEP 1 STEP 2 NALLM PLAITS JAM06 I. MUL SILL 6 MM P "E'L I'LL RJDeEiLE R.ASI4M 00 NOT "AL Ro"c" FN STEP 6 STEP 7 NEOPRENEp T M PI AL04 PLA W NS WV NY. Ices A SLLL Ro. PIOWiMOALLY PMTEN PANNED EDGM (CAP NASA, WAP'LM NIITALL DUPONT R.ENIRAP AS T1 PLAAIM AT TM SA — ATE - PLUMBING VENT DETAILS wo SDI A01,01IIIn4 - vm DRIP CAP IwOUIV� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 3B"WIDE VALLEYRASHNG OfASTNERSWRHN bM MR HEAVERFELT S"OFCENTERLNE F:MRAFASTNER8N UNDERLAYMEM END OF SHNGE II MEND END EH — ASPHALT LT A LEAST ITEEYWO VAl1EY CEMERLNE ROOFNG CEMENT / 'CLIPPEDCff CORNER AT 45EE NEES �-SHINGLES TRIMMED TRACK FROM VALLEY CENTERLNE ROOF VALLEY DETAIL Wicl-11-45— APPLY ON WU 10 IOLLAL) W AIAR , PLUG APPLIED PLAI (LAW-0 1111411E-8EAL RC-04 on —.ALI. SLOPE SILL TO CM L ttTM TIE COWACTOIM ES PDNWE Lx To VBWY 1M COMPATMrlY OP ALL PRODUCTS S4CLMM I4OIruRAr SEALANTS 4 SEL11AD/4E ll" R..ASNM MATERIALS, DUENI CCNSTRICTIM I. NSTALL ALL MATERLOIA PER M~ACNIM WtlTTEN SPECFCATIONS ATSSLaEALAH" t-AY REACT ADVERSELY F NOT L EAN AND SEAL JAMD TO SILL JOINTS WITH 00111 IES FOLLOWNG COMPLETION OP 77 POOR RETROFIT WORK Nam, IR SCHEME SHOWN SHALL BE IIPLEMENTED AT ALL WRJDOWS WITH EVIDENCE OF: WATER INTRUSION BELOW TSB WNDOW OPENING SEAL NTERIOR PERIMETER OF UpNIDgU WITH LAN, NOMI L IT b TM COWAGTORS I910-ONOMTY TO VNIIfFY TM OW"ATSSWJTY OP ALL PRCDICTS 61CLLID04 SEALANTS 4 9W-ADMINIPb ILASNM MATERIALS USED DURM OOIMTRICTNIN. 7. 1LA614111,16 AT EXTERIOR UFCOSS AND DOOR 0PB4M0 SHALL BE NSTALIID N ACCORDANCE UT14 MI1S/AGNPERS, MTALLATION NSTINCTIOM AND APPROVED M TW= U OF I = RIOSA U N ACCORDANCE SSTN MNlSTRATk:N MA WAOTtImmwD MTALLATION AND PLAa4M MTRuerloNs WIS!g�%ErLANTS MAY MACT ADVERNLY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD RE— BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abd4xlgngroup.com AA S: 0003328 [-IN WQ O gj$ 6 MO rsulwm ae Loae ABBOTT PARK LOT #2 BLK #14 PHASE #4C PnoJmOTp 41 .04C-02 4 MID lu 4EHB "2605- HAYDEN" GARAGM ewiNGS RIGHT PAOm WALL ASSEMBLY DETAILS 160 MU EXP. C DATM 10/26/21 wcALm: 1/4"=1'-0" exmmT WA5 / I I I I 1 \ —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I \\ FINISH • WOOD I \ 1/2' TEXTURED \ FINISH ® CMU / \ V METAL FASCIA \ WRAP v FROM \ STUCCO, 1' FROM \ WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) \\ \ NOTE: NOTCH FOR 2X6 \ \\\ SUB BAND ONLY ®ELEVATION .i• - 118' TEXTURED I mal WOOD, V2' TEXTURED METAL LATH x x x x x x x x" METAL FASCIA WRAP WOOD BFATHING x x x x x x OR CMU UAM LAYER M, x x x x x x I, STUCCO UAQAP (FRAME ONLY) x x x x x x x x x x x x f- - UIRB LAYER a2, FORTIFIDER x x x x x x x x x x x x x �A,! ONLY)PER x x x x x x x x x x x x x FRAME OR CMU 2X6 SUD RAND x x x x x x x x x x x x x x x x x x x x x i FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT /� I OC PJ �I V S ONLY • FOR WALL OFF -f x - • 5E OF 7COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) '7/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - 0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH A END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x x x x x x x x�SC?�. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x . x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 .FAX: 407.7744078 ww W.abdeaigngmup.eom AA N: 0003325 o evsDiv as Lo1� ABBOTT PARK LOT #2 BLK #14 PHASE 4C PRoJwTp 04181. 4C-02141 MODZSZ:a 4EHB "2605- HAYDEN" GARAGM SNDFG: RIGHT PAO=: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C .T 1 SCALm 1/4-=1.-0" 1 WA6 TE-1 4" CONC. SLAB TOP OF rn 28'-2" SLAB ro 3 — — — — — — — — _i-1A _ — r FM-16x78 11..- —4— I I1.1 1.1 i i I 3'4011 ii 4"PVC 11CHASE U 6 LL TOP OF i I 4 SLAB II LL W Lj N II I 10 Irv- I I i 1 20'-5" 7'-5" l l'-10" LL C W12x12 1'1 F- _ II 111 N ;; L_ Lr F-24 LL II Z CWC-12xl1 N N11N � Q11— v�i n UPT02NDFLOOR ,Yy ;p m 1 auW I (FIELD VERIFY p I , - Y I I II ^ II 8 EXACT LOCATION) .�- °o 1 IV, I .1 I I 5 1.1 3•-0" o i to Ix #3 TRANSFER STEEL o I I 0 24" O.C. MAX O 1A 2 SIM. i, 0'-I' FIN. ELEV. r I '1 '1 -I V FIN. CQNC. SLAB I I r 4" CQNC. `O 11 I SLAB �I .1 ILL ; �A.NaI L — FM-18x18— _ _ _ Y.31/2" _---J FMC- I 16x18 3'-8" 9'-it" 4'-5" -10" 18'-0" 2'.1 " " m mi7 n L FM-18x18 Ii'a — _ — _ — — o 4 F 4 0 Y 1.1 1. iv 5'-4" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-O'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAM AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 10 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 WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. l l.GNDICATES #5 BAR, 9NDICATES #6 BAR, NDICATES #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 =381, 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,OOIPSF. 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 402802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402502-16. USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VW(M1 SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS fix6-1.4XW1.40VER GENERAL 3 117' S MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATIgN WITH W LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12, CONTINUOUS 18" (2)#5's FM-1&18 18" CONTINUOUS 18' - (2)06s FM-20x18 20' CONTINUOUS 18" - (2) #5's + 0•-ry FMC-16xl8 18" CONTINUOUS 10" - (2)#5h - VARIES CW-12x12 1T SEE PLAN 12, - (2)#5% - +O"-U' CWC-12xl2 12, SEE PLAN 12' - 12)#5's - VARIES F-24x24 24" 24'• 17' (2)#5's (2) 's _ +0•{7" TE_1 8.. SEE PLAN 8" - (1) # 's _ 0•.1^ •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.wm AA #: 0003325 Z O sumly ae Lose ABBOTT PARK LOT #2 BLK #14 PHASE 4C PROJSOT/1 4181.04C-0214 1[OD�Ii 4EHB 2605— HAYDEN" OAVAGM 8lFM TCie RIGHT ]PAGE: FOUNDATION PLAN 160 MPH EXP. C 3� MIN. EACH WAY MONOLITHIC FOOTING S STEEL REINFORCING IN GROUTED �_ STEEL REINFORCING IN GROUTED — r •• CELL SEE PLAN FOR SIZE AND s _� CELL SEE PLAN FOR SIZE AND . SPACING REQUIREMENTS SPACING REQUIREMENTS a�r _ 1 ' '�'. T.—. ' -ram GARAGE DOOR • RECESS FM w 8" CMU WALL > B" CMU WALL JI F . CORNER BARS, SAME SIZE AS LARGER BAR w e' �' IN FOUNDATION WITH 30" LEG EACH y +- U' WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB '•—� TOP OF SLAB I ..e • I ' SO THAT THE STEEL REINF. IS CONTINUOUS • y 5--.-..,..: • .=-.—. MATCH AMOUNT OF CONTINUOUS BARS ?k- CURB FOR (�•/ SEE SLAB SCHEDULE a' BAR SIZE 48 BAR DIA. 1]1]44t #3 iS' EXT. PORCH SLAB 4" CHAMFER (1STORY) ^ : EXT. PORCH SLAB4" -VAR S SEE SLAB SCHEDULE TOP OF GARAGE CHAMFER II -STORY) +'w. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE $ >' MASONRY UNITS SET AT ELEV. W/ 1/2" ISOLATION JOINT (MERE : • e" CHAMFER (2STORY) 04 24" ISOLATION ()W/1/2" 8" CHAMFER 2STORV UAND APPLICABLE) SEE SCHEDULE 30' JOINT (WHERE APPLICABLE) SEE SCHEDuIE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE R SIZETITY #8 38" YR WxD, BAR 317EAND 4 DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR Q BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #T 42'' EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1SCALE:3/4-V-0' U,2"�EXTERIOR @GARAGE SCALE 3/4"=1'-0' CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0' SCALE: 3/4"=7'-0' (1) #5 REBAR VERTICALLY W/ CONC. f a POURED CELL LAP TOP PLATE A MIN. OF 46AND " o e" CMU NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" 01 BTM. VERIFY HEIGHT g 14 REBAR 024" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN S SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z WALL W/ SYP No 2 STUDS SEE L rfi 5' I NEW REINF. BAR PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, SECURED W/2-PART PROVIDE DBL. TOP PLATE SECURE B7. PLATE TO 2" CAPPED EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE -+ 3 B", UNO RED. �', 4• b W/FLANGE @ BASE m FOLLOW ALL MANE. ADDITIONAL MET h I• 4" CONC., REINF. W/ SPECIFICATIONS FOR CONNECTORS NOT M .8 "xe"#10 WWM ON § z ( �9 USE AND REQUIRED WHEN NO -MIL POLY ETHYLENE zn PREPARATION OF C 4" UPLIFT IS PRESENT. w VAPOR BARRIER ON O HOLE. a SEE SLAB SCHEDULE � a • �I 1 "0 WELL -COMPACTED SECURE FLANGE TO '� •CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 7/4" O} + 0 1J _. TREATMENT SHALL BE BORA-CARE TAPCONS °t TOP OF SLAB •.: (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) — • , �� =4 e f 6" CHAMFER (2-STORY) (2) #5 REBAR ON CHAIRS 72" MIN. DEPTH INTO 3 � 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SCHED VIRGIN OR ENGINEERED SOIL COMPACTED SOIL FORE IM AND BAR QUAW" SLAB HEIGHT LESS THAN 3'R' pE8 p1gN ADDING BAR TO 1NTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION o 5 6 SCALE:3/4"=1'-1Y' (NO UPLIFT) FOOTING W/ BLOCK WALL scALe 34"=r-a' SCALE:34"=T-0" 1 A SCALE: LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4"O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO CELL SEE PLAN FOR SIZE AND dd SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL S 12" O/C STAGGERED. ADDITIONAL METAL a CONNECTORS NOT Q REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) e, 8" CMU FILLED CELL (TVP.) ��'~'~ +- 0'-0" TOP OF SLAB4' TOP OF SLAB SEE SLAB SCHEDULE ^• 2X WALL FRAMING • TOP OF SLAB .'4• 1/2" DIA. SIMPSON STB2 BOLTS 5' L• MINIMUM EMBEDMENT INTO .. SEE SLAB SCHEDULE EXT_ PORCH SLAB 4" CHAMFER (1STORY) .4• a . BAR SIZE 48 BAR DIA a ' e 4 a GROUTED CELL, 4" FROM ENDS AND ISOLATION 8" CHAMFER (2STORY) #3 18" Q • 16" O.C. VERTICALLY MAX NT JOINT JOINT (WHERE • °— #4 24" °� 8 APPLICABLE) i MATCH STEEL 4 05 30" REINFORCEMENT 6" PVC CHASE tr PER SCHEDULE 38" SEE SCHEWLE FOR WxD, BAR SIZE THRU FOOTING 8" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR WxRQUAN1ZE AND BAR QUANTITY'L PVC CHASEPER SCHEDULE (DLINT�ERIOR 314"=1'-0' UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO 12 11 SCALE: 3/4"=1'-0' 3CALE: 3/4"=1'-0' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774.4078 www.abdeaWWoup.com AA k: 0003325 A O till a 6 0. aUDD:v & LOTS ABBOTT PARK LOT #2 BLK #14 PHASE #4C PROJMT# 041 ,04C-0214 MOD= 4EHB "2605- HAYDEN" OAPMOa awaio: RIGHT PAOIM DETAILS %160 MPH EXP. C RMAW X AR NO r 10/28/21 1/4"=1'-0" .1A .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosiVigroup.com AA M: 0003325 C 4 ABBOrlwTT PARK LOT #2 BLK #14 PHASE #4C Pnon=T* 041 .04 -02 41 3coaEM.9 4EHB "2605- HAYDEN" GAP -ADZ MfnJG: RIGHT PALM: FIRST FLOOR DOWEL PLAN 160 MPH E C FIRST FLOOR DOWEL PLAN SCALE: 114" = V-0" TIE VERTICAL REBARc TO HORIZONTAL REBAR W/ 10' HOq( GROUTED BOND BEAM VARIES PER ELEV. a i ° • �. CLEAN OUT REQUIRED FOR INSPECTION ~I. TIELERTICAL REBAR TO HORIZONTAL REAR W/,d'HOOK J— BAR SIZE F48 BAR DIA i #3 1 18" h O #4 #5 #B 24" 30' 38" HORIZONTAUVERTICAL #7 42' ��__ REINFORCING N I NEW REINF. BAR SECURED W/2-PART EPDXY. MIN, EMBED J g S", UNO w d FOLLOW ALL MANF. c I SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. q STEEL REINF. OF BOND, BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=,'-0' #5 BARS MIT OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD #4 24 HORIZONTAUVERTICAL #5 30 2 SCALEREI: 31NFORCING CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS STEEL REINFORCING IN GROUTED 1 t CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �U 0. 8" CMU WALL TOP OF SLAB _ q' TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE BAR 312E 48 BAR DIA i w d d a! • + :. + + 4" CHAMFER (,STORY) CHFER (2STORV)JOINT p3 16'W/1/2"ISOLATION" (WHERE ��S #4 24"°APPLICABLE)MATCH STEEL #5 30' 8" PVC CHASE f REINFORCEMENT h 30' THRU FOOTING PER SCHEDULE 6" PVC CHASE THRU FOOTING MATCH STEEL SEE CHE.. REINFORCEMENT FOR W.D, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 5 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLV .. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 000332. h 4 R aABBOTT PARK mnN LOT #2 BLK #14 PHASE #4C PMJMCT* 04 1.04C-0 4 a[oa�rs 4EHB "2605- HAYDEN" GARAGa SWII,TG: RIGHT PAGE: DETAILS 160 MPH EXP C ICAIM:1/4"=1'-0" a1'lamT St. 2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIB W/ (9)10d x 1 12" 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 11/2" 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. B. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER @ 18" 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 7-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK p�C�l npN REMARK 1O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH I 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 (Pell IZM REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BBi MASONRY 3000 axis (1)ao5 (1)NS N/A GROUTED SOUD B82 MASONRY 3000 8x8 (1)it5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.abdesipgroup.com AA M: 0003325 C mImO 91.3 aUNDiv « LOT. ABBOTT PARK LOT #2 BLK #14 PHASE #4C PROJWT* 0418 .04C-02 41 xoaBle 4EHB "2605- HAYDEN" GARAGE eTIENCk RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH EXP. C rDATU 10/26/21: 1/4"=1'-0"T s2 95 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1a' HOOK — w CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-a' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM I—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP pie PLACE STEEL REINFORCING (L2) �G� / AS DEPICTED HEREIN. 04 / / ��o'K'-2 gee• • •4 p F =FILLED W/GROUT UNFILLED NOMINAL WIDTH �E� NQMINALL---16-1T/1 e HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1 T11M,OB INDICATES A DOUBLE BOND BEAM AND XFXX- iT,OM/OB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEERS INTENT AND XUXX- iT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT, 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. S. 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. 5. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. # OF #5'S, IN 2NO BOND SEAM COURSE .7B #5'S. BOTTOM PLACED IN LINTEL WINDOW PRE -CAST v31Fi 4. 2v WINDOW SILL g SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER BAR, 30x30 TURNED UP �I Y'� OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PRO RATOVEACH SIDE IDE #5 BAR STEEL REINF. OF OF ELEVATION SOND.BEAM CHANCE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-a' TYP. SScB" k j BOND BEAM TYP. B'k18' ro BOND BEAM 8x16 DBL. BOND TOP OF BEAM W/(1)#5 BOND BEAM EACH COURSE 8x8 BOND BEAM P F l0F'0_PENIN.A W/(i)#S BAR .y: SON D BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND BEAM, IF FILLED LINTEL.SEE exe PRE -CAST CONCRETE LINTEL W/ (i) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR ex8 PRE -CAST CONCRETE LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS r.,., . PRECAST HEADER(MIN) 2.4 (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 le. O.C. MAX. MIN 1-114" EMBEDMENT 24 (MIN 2 X 3) 2.3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT i 1/4") S' FROM EACH END AND 18' O.C. MAX. MIN 1-114" EMBEDMENT 24 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE ,300 MIN EMBEDMENT 1 2-SOLID .—KING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER ELK EA. END EMBEDMENT CBS SHEATHING WALL 5 RCHWAY FRAMING DETAILS WWDSB = FASTBOVACNB d. -2" MIN, 2 }" MAX s. = 2 y' MIN, 9" MAX W� s, -1 a MIN, 2 �' MAX ed = }' MIN, 2 J' MAX d. =Z' MIN, 2 �' MAX s =2t MIN, 9" MAX Wm s, =1 �' MIN, 2 ?MAX' ed = }' MIN, 2 ? MAX d. =2" MIN, 2 �' MAX s. = 2" MIN, 9" MAX ?"MIN, 2}"MAX d=t"MIN, 2 J'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST l t' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS = EDGE DISTANCE vDOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407.774.4078 www.a bdeslgngro Up.com AA #: 0003325 4. S O a ABBOB TT PARK LOT #2 BLK #14. PHASE 4C FROT* 04181, 04C-02141 moasia 4EHB "2605- HAYDEN" 0ARA0a awa90, RIGHT PALM- DETAILS %160 MPH EXP. C 11 ,It Dw� 10/26/21 sCALM 1/4"=f-0" sx�r S2.1A 11LOTT'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 SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ere-eB 1e-1 1 1r IT trroB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH ero 1r 8116-IT OMO-IT MA -IT ene-1T 024T ero-ts Ie-Irn Im 1Tn ttnB ImB eee-2r srlw a2o•zr er242T ene-2'r e>sa2T 3'-W PRECAST 14M 962 3114 4217 6321 e426 7631 3'4r PRECAST No 1024 3'8 PRECAST 1500 3524 4394 52B3 6132 70M 24e6 ells e3e6 7708 909I 10000 15e9 96z4 4394 6283 e132 7001 4'-0" PRECAST /0B5 700 2306 3125 3946 478a 087 4'4V PRECAST 514 763 4'-0" PRECAST 1363 30M 3815 4670 6326 e079 19e1 6113 7192 e694 7027 8761 1303 3000 3816 4670 6326 e079 41-W PRECAST 819 533 1770 24M 3035 38ee 4300 4'4r PRECAST 398 591 4%W PRECAST 1207 2682 3375 4043 4711 6379 Ie45 5743 7547 6752 6541 7m 12D7 270T 3375 4043 4711 6379 5'-' PRECAST 931 1247 I999 2660 3123 3e88 4240 5'-0' PRECAST 411 411 V-e PRECAST 1018 1908 2374 2044 3513 4084 1119 44M 7198 7342 a780 am 1018 227e 28M 33e9 3981 4064 5'-10' PRECAST 817 1024 Iasi 2WD 2549 3000 3470 5-10' PRECAST 340 339 5'-10' PRECAST ow1409 On 2443 2015 3367 ltet 389s 6877 am 6548 5>Ta m 2080 203 3107 3= 4133 E$' PRECAST 1139 3227 3031 3707 4383 6087 8'-0' PRECAST 410 721 8' 8' PRECAST am 12D1 1578 low2832 2T0e 1139 3227 4598 70a4 t0000 eers &% Ieee 2320 z7B0 3251 3712 T-8' PRECAST 570 m2498 2205 2998 3191 3Ba5 T-8' PRECAST 303 594 T$" PRECAST 718 WO 1181 1402 1743 2028 m2490 340e 4864 70e7 8472 727 1624 2= 2425 2827 3229 9'-4" PRECAST 428 633 1503 2204 2481 2018 2821 9'-0" PRECAST 192 384 9'-4 PRECAST 454 886 78T 948 1120 1310 OB 1674 2298 3881 4000 4ae9 572 Isis 1643 I9e9 2164 2510 10'-0' PRECAST 388 487 1247 1707 1904 2103 2028 10.8• PRECAST 151 301 10'-8' PRECAST 356 488 612 m a99 1042 650 U07 1807 2781 3222 3784 504 1180 7472 1703 t710 Im 11'4• PRECAST 390 644 1312 1742 2252 2888 303D 11'�' PRECAST 132 417 11'�' PRECAST 430 400 530 853 777 $72 544 1 1312 7742 2282 2888 3562 486 1042 1872 1849 1470 1T70 170 PRECAST 308 507 1210 1698 2049 260 3101 Iz4r PRECAST 111 370 170 PRECAST 383 356 476 587 an Tea a07 1210 1588 20" 2506 3171 440 940 13M 1680 1314 1476 13'�t' PRECAST 270 433 1046 1385 1732 2167 2b35 13' 4' PRECAST 82 298 13'.l" PRECAST 308 303 393 484 575 645 414 1045 1306 1732 2318 2906 3e m IOU 1312 1071 1203 14'-0' PRECAST 254 366 m 1272 Iwo I= 2279 14'-0' PRECAST 71 299 14'-0' PRECAST � vs � � m 300 978 1272 I80B IWD 2989 378 717 gel 1102 975 1133 PRESTRESSED N.R NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'$' PRESTRESSED 230 422 508 m746 m14'$• 468 1079 1420 1824 2277 2712 246 an m 1237 1474 1715 1&-4' PRESTRESSED N.R. NR NR NR PRESTRESSED N.R. 262 15'-' PRESTRESSED 23 387 574 41 412 1014 1340 70 1703 2118 2519 230 ete on 908 7734 5 1�3 7672 PRESTRESSED N.R.300 NR NR NR NR NR NR iT-4' PRESTRESSED N.R. 183 1T4' PRESTRESSED 167 328 385 451 507 m1T-0" m1121 1413 1739 2047 102 506 720 501 1135 1 1312 19'-0" PRESTRESSED N.R.235 NR NR NR NR NR NR 19'aF' PRESTRESSED N.R. 148 19'r4' PRESTRESSED 162 265 348 430 513 am 73e 950 1200 1487 1718 106 429 e23 803 950 1009 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21W PRESTRESSED N.R. 125 21'-4• PRESTRESSED 142 219 306 361 454 527 780 SIN 833 1038 1108 1468 142 373 5V no 816 043 22'0 PRESTRESSED N.R. NR NR NR NR NR NR 22 0" PRESTRESSED N.R. 116 2X-W PRESTRESSED IV no 200 969 428 497 185 660 784 992 1203 1361 137 356 513 e69 TM 900 24'-0' PRESTRESSED N.R NR NR NR NR NR NR 24,-D' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 309 380 418 129 450 654 824 1014 1147 124 1 319 1 455 581 e87 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOT 'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCEt 19-0130.13 44 /,rr► 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3275G PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.wm AA #: 0003325 e s� b c LILL.) a1 rsa><v ec LOT: ABBOTT PARK LOT #2 BLK #14 PHASE 4C PROTip 04 1. 4 -02141 1[OD�Is 4EHB "2605-HAYDEN" GAVAGM EWING: RIGHT PALM 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 HETA18 W/ (9)10d x 1 1/Z' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 112" HDG NAILS, WOOD TO WOOD: S IMPSON HI GA 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. S. 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 (41. 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 REVIEWAND APPROVAL. 10. PLACE 2X4 PTTO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS38, .177" " x 2 7/8" LONG, WITH WASHER C 18" 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 2x8 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 & BABE PLATE oR REMARK DESCRIPTION REiINFORCEA4EM WD 1 4X8 (3 X'x5 X") SYP. HTT4 W/5/8" DIA x T 5/S3AA PT., WOOD POST EXP.BOLT FIRE L------_J 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS Ali 3/4" PLYWOODI DRAFTSTOP PRE-ENG. FLR. JOISTS I�I 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS BMITOCMU SIMPSON LOUM46.ODS W/ I Tf19J HDANCH (4)Y'x 2)§' SDS SCREW FIRSTFLOOR FRAMING PLAN D 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesignPoup•4om AA S: 0003325 At C gxnmxv. & IAT: ABBOTT PARK LOT #2 BLK #14 PHASE 4C Pnon=T* 0418 . 4C-02141 MODS 4EHB "2605-HAYDEN" OAV.AGZ 8WEIM: RIGHT PAGI: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 z' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Od x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 � NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ix2 SECURED W 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 Z' x 4", 6", 8" x 4'-0" MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) ssTYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE: 3'4" -o' SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 8E03 BMW am THICIBM 4500 3/4"WOODPANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER •d 3W T 8 G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 518" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 1/2" GYP. WI_ BD, SECURE ST. PLATE TO SLAB W/1 Od MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. I -JOIST CONNECTION @ L.B.W. �* SCALE:3/4"=T-0" (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE>5/e" —HOLE DIAMETER < 215•0 SGL. STUD HOLE EDGE>5/8' HOLE DIAMETER < 3/5"D DBL. STUD STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 i/2'=1'-0' ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO GIRDER, PROVIDES" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. '--A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SIDS J' x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5" TITEN HD TO CMU AND (18) SDS f' x ix2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) J' x 57ITEN HO TO CMU AND (18) SOS f' x 3' ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S2aTYPICAL ROOF 2b 2c GIRDER CONNECTOR(S) SCALE 3/4-1 tl BBiEB BN]B INDI K TII001 4500 3/4"WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2z LUMBER LSTA12 20 GAUGE W! tOdx12 HOG COMMON NAILS. ' EACH END TOTAL OF 10 LVL/WOIST WITH BACKER BLOCK HTT4 W/5WA.B. WITH MIN. 7"EMBEDMENT To SLAB 8 (18) 16d x 2-12" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB 5 LVLNVOOD POST CONNECTIONS SCALE: 3/4"=1'-V' A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56116 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/JAOLT, 8' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)1Ddxl-12' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25110 G < 4140 LBS, U < 1610 LBS W! (8) 314'" WEDGE-BOLT/J-BOLT, 8' MIN. EMBED (16) 1Od GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75M6 G < 3455 LBS, U < 210 LBS W/ (8) 3_4 WEDGE-BOLT/J-BOLT, 5" MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0' S-T MAX (W/IX4) OR Io-T MAX(W2X4) MAX. , -OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED WI(2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREDLINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREDUNTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-(I" 3 1.4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING PERPENDICULAR TO I -JOIST (2) 2X12 24" MAX W/ 24' MAX. WI S- MAX. END SYP. P.T. OF SHEATHING WaST IJOIST SPACING FROM S SEE FRAMING PLAN r TYP LEDGER END OF • • LEDGER b • BOARD a '- )�1X �° a (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR - BE USED PERPENDICULAR W/ 2" WASHER 8 512' LEDGER WITH WOIST MIN. EMBED. (TYP) PARALLEL TO WOIST (2)2X8 TRUS 20 MAX WI 2C MAX W/ 8" MAX. END SYP. P.T. f`'. O SHEATHING SEE FRAMING PLAN I-jol 1JUST SPACING TYP TYP FRONT LEDGER _ w END E LEDGER w 2y d • • BOARD d y' 2X8 SYP P.T. 1/4"X6" TAPCON ty b LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER yi TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 3, ALL BOLTS TO HAVE WASHERS. 4, EXP. BOLTSIJ-BOLTS/TITEN BOLT SHOULD NOTSEANYCLOSER THANV'O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WTH CMU REQUIRED TO SE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE IIIAMD187 CFNiR11LWAM A I DOUBLE SYP 2x8 I 1/4" I 8" 24"O/C MAX. B DOUBLE SYP 2x12 1 (2) 3/4" 1 8" 24" O/C MAX. A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W MINIMUM 3' EMBEDMENT. S. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-80LTITITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=V-0' (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 30'-1" TO 80'-0 (3) "X' BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER —� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2.4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" 0, C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1 /2" DIA ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 5" MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12Cs 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 106% Q EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX 0 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=,'-tl-ENG'D TRUSS SCALE: 3/4"=1'4" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL(F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 811 ALTERNATE MATERIALS SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaigngroup.com AA #: 0003325 J � Ila N 3 0 C F oxnmly. & LOTS ABBOTT PARK LOT #2 BLK #14 PHASE 4C 1pn0jwT# 04181,04C-02141 MODET, 4EHB "2605- HAYDEN" GA1RA0Z 8W N 3k RIGHT PAGE: DETAILS (I- JOIST) 160 MPH EXP. C SIMPSON HB W/ (8)Bd COMMON NAILS 2x #8 WOOD SCREWS SIMPSON H6 W/ (8) Bd STUDS EACH END x 2" LONG Q 3" O.C.; COMMON NAILS, EACH SAGGERED ASS #8 WOOD SCREWS END EVERY STUD OR ON DBL. X8 SYP #2 LEDGER. x 2" LONG 3" O.C.; EACH END OF "BUNDLE" FOOR JOIST LEDGER STAGGERED OFF OF STUDS SCHEDULE, 10B3.1A [.T.E.I'L CENTERLINE PLYWOOD FLOOR SHEATHING 8" GMU WALL RONF. PER PLAN ��' 6" TAPCONS 8" CMU WALL REIN". PER PLAN — 3/4" AS SHOWN PER ELEVATION PER FILEVATION 2.4 P.T. CEILING NAILER W/ MASONRY NAILS al 2' 17' O.C. 1X2 FIRE -STOP IJOIST —� LVLJ PLATE STRAPS W/ 10d x 1 1/2" HDG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0' PER ELEVATION ? (SEE FRAMw IJOIST (SEE FRAMING PLAN) FRAMING PLAN) PER E ATON 24• MAX (2) 2x4 PT W/ t' DBL 2X12 SYP #2 LEDGER. SEE MASONRNAILS BOLT SCHEDULE, 10/S3.1A al 7O.C. SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE: 3/4"=1'-0" iX2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O C. NOT SHOWN FOR CLARITY) MAX u. 2X4 DIAGONAL BTM. CHORD PER ELEA ION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRILM TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 12' DIA. ANCHOR BOLT W/ 7'-.;; k 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 e" MIN. GALV. NAILS. led TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE T02x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x8 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 • o• PROVIDE BLOCKING SIMPSON SPH4 OR SPHB BTM 12" GYP. WL BD. O' AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's EACH FILL ALL HOLES, DO NOT USE 10d x3" 1/2'W' WEDGE ANCHOR W/ 7 WASHER SET IN HIGH STRENGTH TRUSS/VIIOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-P'O.C. MAX EPDXY 5-1/7' EMBED. MIN. Q 1&' 1 Oa 10b 1 Oc OC MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °' 8 TRLINTO PW CONNECTION SCALE: 3 4"=7' 0 • a• A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. e E B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4S65 LBS VGT TO TRUSS W/ (16) 1 /4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 212" SDS TO POST CONNECTION @ L.B.W. -TRUSS ,.O,�,,D„ SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 QS660 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB 4U:4,565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (20) led x 2-12" NAILS TO POST. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 q 0 a 111111111 LIJ SLJSDIV. 16 IATs ABBOTT PARK LOT #2 BLK #14 PHASE #4C PROJWT# 04 B .04C-02141 MODIn, 4EHB "2605- HAYDEN" GARAGE OWDM. RIGHT PAGE DETAILS (I- JOIST) %160 MPH EXP. C PRE-ENGINEERED i 1 VALLEY TRUSS CONN SCALE: N.T.S. i 1441 N. RONALD REAGAN BLVD. L GWOOD,FL32750 H: 407-774-W78 X: 407.7744078 .abdesWngroup.com AA M: 0003325 a d O avaniv a wm ABBOTT PARK LOT #2 BLK #14 PHASE #4C Pnoj=T* 041 ;04C-02141 MoDmu 4EHB "2605-HAYDEN" oAMAoa BMN(k RIGHT PALM. DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BLVD. LL407-774-407S L 32750 6078 woup.com 325 o a avlmiv at nose ABBOTT PARK LOT #2 BLK #14 PHASE #4C Plton=.r# 0418 . 4C-0 141 Moats. 4EHB "2605- HAYDEN" GARAOR MWDFCk RIGHT PAQZ- SECOND FLOOR DECK PLAN 160 MPH EXP. C SECOND FLOOR DECK PLAN SCALE: 1l4" = V-T d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.ebdesi"roup.com AA #: 0003325 s� N�=Jill �� 0 eR UNDIas LOT: ABBOTT PARK LOT #2 BLK #14 PHASE #4C PRO"=T# 04181.04C-02141 MoDZT, 4EHB "2605- HAYDEN" oAMAaa SWIN k RIGHT PAGIM SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0' FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10dx 1 V2'HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W1(8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1Z HOG NAILS, FILLALL 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. LNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 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 DWCRPTION REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T,O.A = TOP OF ARCH / T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION r� (psi) SIZE W H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 801 MASONRY 3000 Bx16 (1)tl6 (1)M5 N/A GROUTED SOLID 882 MASONRY 3000 Bxe (1)M5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-iT/OM/08 BF8-1T/OM/08 BF8-iT/OW0B 2 O Y GT U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-0" SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4"- V-0" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774-4078 www,abdeeWWoup.wm AA N: 0003325 b 4 a e' mxv do " ABBOTT PARK LOT #2 BLK #14 PHASE 4C Pnoa=T* 04 81. 4 - 2141 MOORU 4EHB "2605- HAYDEN" GAnAOX BVIEWC: RIGHT PAGM SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C "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 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUB 8160E 16.1 1 1T 1T108 MIT0B TYPE LENGTH 8/8 PLAIN N SOLID TYPE LENGTH WIT 6n61T 8Y20.1T &24-1T &2&1T 8192-1T 816I8 6-ITn ITn ITn ttnfi ITne M-2f 6116.2T &2W VA-2f 8I262T 6B2.2T 3'4' PRECAST 1498 852 3114 4217 5321 8426 7531 3'4' PRECAST 889 1024 3'4' PRECAST 1689 3524 4304 5283 6132 7001 2405 6113 6W 7700 9031 to0o0 150 3524 4304 5263 6132 7001 4'4r PRECAST 1065 700 2305 9125 3W6 4786 6667 4'4r PRECAST 514 763 4'-0' PRECAST 1303 3000 3815 4a70 5326 0079 1901 0113 7102 e624 762T $761 1363 3000 3816 4570 532E e07e 4'4' PRECAST 819 633 1770 2400 3093 3006 4300 4'4' PRECAST 398 591 4'4" PRECAST 1207 2582 3375 4043 4711 5879 1626 U43 7547 8162 6541 76% 1207 2707 3375 4043 4711 5379 64' PRECAST 931 1247 1999 26W 3129 3686 4249 V4• PRECAST 411 411 S-V PRECAST 1016 IBM 2374 2944 3513 4064 1319 4480 7106 T342 6780 am tots 2278 2838 3= 3061 4064 V-10' PRECAST 617 1024 1831 2000 25W 3009 3470 5'-10' PRECAST 340 338 SAW PRECAST we 140 1271 2443 MIS3367 1181 3093 6677 8036 Bus 5>16 :WD 2593 3107 3W 4133 8'4" PRECAST 892 1130 3227 3031 3707 4588 363 5081 8'4' PRECAST 410 721 8'4' PRECAST 835 1201 1578 'WN 2332 2709 1130 32V 4 7054 10000 Bees 835 Im 2929 2790 3251 3712 T4' PRECAST 570 938 249E 2205 2698 3191 368E 7'4" PRECAST 303 534 T4' PRECAST 716 goo 1181 1402 1743 2025 938 240 9409 4ee4 Toe? 64M 7n 1624 202E 2420 2827 3228 9'4' PRECAST 42g 633 1693 2204 2481 2918 2621 9'4' PRECAST 192 984 9'4" PRECAST672 454 500 767 946 1120 1310 1674 228 30BI 4M 46N Isis 1643 19e9 2164 2519 10'4" PRECAST 388 487 1247 1707 1004 2163 2028 104' PRECAST 151 301 104' PRECAST 366 4OO 612 756 6B9 1042 N0 1007 1697 2751 3222 3754 504 I1s0 1472 I783 1710 Im 1114' PRECAST 330 544 1312 1742 2252 2668 300 11'-4' PRECAST 132 417 1 V4" PRECAST 430 406 $30 663 777 $72 544 1312 1742 2262 2886 35M 466 1042 1372 1043 1470 1710 1r-D" PRECAST 308 507 1210 108 2048 25M 3191 1r-o' PRECAST 111 370 17-V PRECAST 363 306 476 567 696 783 a07 1210 I= 2046 25M 3171 440 940 1300 1680 1314 1478 13'4' PRECAST 270 433 1046 138E 1732 219 25M 19'4' PRECAST 62 298 13'4' PRECAST 306 303 393 484 575 us 414 1045 1386 1732 2316 2905 398 1 M IOU I312 1071 '1203 14'4r PRECAST 254 388 078 1272 IB08 I= 2219 14'40' PRECAST 71 293 1 14W PRECAST 279 278 300 443 me 9e 300 678 1272 160E 1250 2389 378 717 981 1192 975 1133 14'4• PRESTRESSED N.R NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'-8' PRESTRESSED 230 422 b06 an 746 m 458 1070 1429 1824 2277 V12 246 m BO0 1237 14T4 1715 15'4• PRESTRESSED N.R. NR NR NR NR NR NR 15'4• PRESTRESSED N.R. 252 151-V PRESTRESSED 224 90T 464 574 684 m412 1014 1340 Im2118 2513 230 616 ON 1134 1353 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR iT-4' PRESTRESSED N.R. 183 1T-4" PRESTRESSED 197 326 sea 451 6V 600 300 m1121 1413 1739 2047 102 506 720 501 1135 1312 PRESTRESSED N.R.4' NR NR NR NR NR NR 19PRESTRESSED N.R. 148 194• PRESTRESSED 102 206 348 430 513 m194" 286 796 959 1200 1487 1718 166 429 629 809 960 IOBB 21'4' PRESTRESSED N.R.190 NR NR NR NR NR NR 27'4• PRESTRESSED N.R. 125 21'4' PRESTRESSED 142 219 308 381 464 627 bee on 1038 1108 14e6 142 373 AT7 000 $16 943 2r-0' PRESTRESSED N.R. NR NR NR NR NR NR 22,4r PRESTRESSED N.R. 116 2r-0' PRESTRESSED IV no 200 360 428 497 185 550 T84 002 1203 1381 137 356 513 00 7T9 900 24'-W PRESTRESSED N.R. NR NR NR NR NR NR 24'4' PRESTRESSED N.R. 81 24'-0' PRESTRESSED 124 174 245 302 3B0 418 in450 864 824 1014 111T 124 319 466 6B1 857 I T93 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES* BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCT'S BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.7744078 FAX:407.774.4078 www.abdeskp*mup.com AA 0: 0003325 y ,fit a 0 BuDDIV. a LOTa ABBOTT PARK LOT #2 BLK #14 PHASE #4C PRO"=T# 04 .04C-0214 1[ODT4Is 4EHB "2605- HAYDEN" GARAGE 8Wn 0: RIGHT PA03D: 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 W/(9)10dx 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/Z' HDG NAILS, FILLALL 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. S. 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 REVIEWAND APPROVAL. 10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE 812E 4 BABE PRATE OR MARK DESCRIiI'iION REINFORCEMENT REMARK WD-1 4X8 (3 X"x5 X") SYP. HTT4 W/5/6" DIA x 5' 5/S3.1A PT., WOOD POST EXP. BOLT y✓� U U U tJ U U S CJ, c CJ3 n n n n x n 11 n u u It It c it u It J3 N II II II II it II II II II II II II II CJ5 = yp It u n u n It it n u n n u s n �e JS 1B A8G ,B 11 11 U �_ _ - - _ '.c=s ems= _ =mac - csv 21 =ass 8 A5I - O � 8I I----- 1 - --I - I--- - I --- A31 =_ s w K PRE- BRICATEDROOF O_ TRU ES Q$ 24' O.C. =RIDGE �TM = 1A = A7 Lj tr N I 1 1 ATTIC 0 D- S =_ _ _�= A4 =_ J oO D lo I I I _--�2 to � - 2 U 18 A G lB CJ�S = s it 11 Is it 11 CA II 8 II II p 11 If II 11 II CJ, It II IIW 10 IIW WII A WII U U to 1 , ROOF FRAMING PLAN SCALE: 1/4" = l'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 1 9 8 o O IsUMM. ac WTI ABBOTT PARK LOT #2 BLK #14 PHASE 4C FROT# 0418 .04C-02141 MODMIC 4EHB "2605- HAYDEN" OAPAGN swniveI RIGHT PACE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C o0T DRINT w 10/26/21 8CAXAh 1/4"=1'- " almeNT Se ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONES = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91,70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/-0.18 ROOF DNPFitAW FOR ASPHALT SHINGLE ROOF USE MIN 19132' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SWANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WIN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK 2 12" 0,131 F1067 170.000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/8" 0.113 F1867 SCREW SHANK PER INCH) RSRS RSRS-01 8d RING SHANK, PNEUMATIC 2 VIT' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7116" 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 & 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 T 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 9tl RING SHANK GUN NAILS @4'OC. TOP S BOTTOM EDC£9 �o z TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING r o m I. BUILDING LENGTH �- ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W BLOCKING H 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP BLOCKING 0 18" O.C. FIRST 4 SAYS W (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 101 RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2" DECK SCREWS C 6"-S' O.C. MAX C EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHTECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FSGR 2020, AT EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SI MILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR I ECOWHS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 pst TOP CHORD-nconcunent 10 psf BTM CHORD nonconcunent DEAD LOAD DEAD LOAD 18 pIM TOP CHORD 20 psf TOP CHORD (7 PSI W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 1 DPsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED-160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNNHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNNHABITABLE ATTIC WTH LIMITED STORAGE: 20Psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) AND DECKS: 40paf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40P0, SLEEPING ROOMS: 30Nf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCLNENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAW NGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCE$, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERW SE SPECIFIED IN WRITING BY THE ARCHITECT. FOUMATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 pL FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL SEW. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETEEXPOSEDTO EARTHORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SJBSONGROWID WHBRE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fe = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED NTH ADHESIVE TAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL LOSES SHALL LEVELS OF O25 PCF OF A BORATE AVBE f (DOT). FORM -WORK CORROBORATE TETRAHEDRAL WOOD FOR STRUCTURAL USE SHALL TREATEED FOR ANYR FORMWORK, 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITiON,'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSION FROM THESE PLAN; MINIMUM NAILING PER FBCR 2020, 781 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENRXNG PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP f2. WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM Al 064/A1064M. GRADE 65 AND BE PLACED I N ACCORDANCE W TH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED W TH 2' CHAIRS SPACED 3'-0" OC, EACH WAY. i',4fIIil ;TIC1Tc�]1377: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 38' x 36'CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (INS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM "0, GRADE f m = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM G476, AND $WALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/9' COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/6" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL MUCTi.IRAL STEEL BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CiowpE m: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A38/A36M, Fy - 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE W. TUBE AND PIPE COLUMNS SHALL BE CONCRETEFILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, NIXING TRgaMnNG ALL ANCHOR BOLTS SHALL BE GALVANZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHU1 BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF DNA' NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHW-L BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS$ B FOR CONCRETE EXPOSED TO EARTH ANDICRWEATHEt 1-1/2' FOR #5 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TOWEATHBR 3/4" FOR SLABS, WALLS AND JOISTS 1.112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTEDaNOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER, THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPLIGTCN Slg ttPE SPAgNG REWORKS APPDGIIIXJ SI. TYPE SPACINGI REWORKS 1. PT NRRNO TO MA90NRylCONC. CASE HARDENED COIL NHLI III-W, 9QC GARAGE DOOR &ICK TO W90NRy/OJNC 1N"DIA NO WASHER TA-INM1I6HOIIRY FgSTENER 30.0 11Y1'EMBED.. d'ENDgST, 114'EDOE DIST. SGO.AL.EXT.DOORS CA9EHARDENm LqL O.0 FASTENED PRPGE DOOR 9.. A( 9eT tlAOR P�M��i D W d°EMBED., 16 PT, 8EENOTES eT pGGQt® TOWIDOORl WWMYIOJNC. iMS.L9TR.w wl WA9HHR ]YOx: I 11rr GeV EDIOOIST, q9r CASE HA SD CqL I.- WINOOwIWORIFASTBNw TO CONTACT THIS ENGINEER FOR SPACING PIT. 9EENOTEB rs•LONG. STAGGERED INTOMASONRv1pONc. q9 W-C REQUIREMENTS EM. HYING ODOR No)3ne'tlA 'TAPOON' 18.E 1 TR'EMBFD. e'BNO ]r PT, -NOTES FASTNER 1 /Y•EOGEDIST. h TOW9UG1( 9.t30'PAFv]19' 9-CIC VEND. DIST.,11Q' PT N EL C,._ WI WAEHa2 9Ta00EAE➢ EC-DSTIlM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERSARE NAILED AND 2x MEMBERB ARE SECURED W/TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abde9Igngroup.Dom AA #: 0003325 b h C E b O 11 lie6 C mi sDiv at r om ABBOTT PARK LOT #2 BLK #14 PHASE 4C pao" CT# 04181.04C-02141 moDELt 4EHB "2605- HAYDEN" GARAGE 8WINGS RIGHT PAGE: DETAILS 160 MPH EXP. C I DAT c 10/26/21 SCALE 1/4"=1'-0" SN1 FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED _\ MI III \I / SOFFIT O 1 THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA-' II `J-CHANNEL 30 — k MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 70 STAPLES INSTALLED THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS _#8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. M J' MAX.—tI lo- DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT---'-' (D J-CHANNEL k' DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JO / BY OTHER EMB. WOOD BATTEN LCHANNEL ® v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT NSTALLP, TION SCREW, Q J-CHANNEL- BATTEN ATTCHMENT MASTENER SPACED 24" g0 AX O.C. /RAFTER BY OTHER 2 1/4" V-qNSTALLATION SCREW, EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" 90 MAX O.C. ,,,e-STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) APLES D @ DETAIL C MIINSTALLE(INTO 2" O.0 7O WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) �CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION ee�fiFedi°ii SPANV PAN' • ;ji+fif• =i•.,,, ••.f;;fitiif:;13.519 •.rr::•:., AVE WIDTH EAVE WIDTH "ffj?=i'+�ij•• f• ff=� . f.f •.:riii �:: 375 375 (ROOF (ROOF 4 3.625 3.625 OVERHANG) OVERHANG) 5 08 .03 CONCRETE; CMU OR WOOD 12 (NOTE:1) CONCRETE; �� -V 0FFR CMU OR WOOD v� SOFFR SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) DETAILA EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPANW/J-CHANNEL SINGLE SPANW/J-CHANNEL 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 d 0 BUDDIV. all I/0T: ABBOTT PARK LOT #2 BLK #14 PHASE #4C P1tOJDC r# 04181.04 -02141 HODzu 4EHB "2605- HAYDEN" GAZlAGZ NWING: RIGHT PAG14: SOFFIT DETAILS %160 MPH EXP. C �17 r w�CALM /ITSD a1mc CIPL, Ly\ V6 3