The URL can be used to link to this page

Home My WebLink About7652 Broad Pointe Dr99 20005 04EHB -HAYDEN 99 REVAIUN(: p.LL WORK SHILL;IDABDI�CO" �11"i0 F' I v C�;ICE. C � NATI©H �Id�RIG OD HILL S AND T ORMNANGF �;' HOMES 0�1 REVIEW DATE P E L CITY OF ��P��H__. PLANE AJAINER 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ->P MM MMDM Epp,' 7TI gpni0 (�, ) -AM IACAL EDITION STAIN OM -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLAM B 'BASIC WIND SPEED - VuR=tl30 MPH Vasd=124 MPH -EXPOSURE - C -1-SRY RESIDENCE - .2-STORY RESIDENCE - YA%. fIEIGHT A3 PER LOCAL AND STATE CODES ANDOVKM ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALT, A.�ATE MI,R AC � BOARDAMPERM .. ME HOLD CL CENTERLINE MTD. MOUNTED CAB CABINET MTL. METAL CLG. CLEAR N.T.S. ON CENTTO ER CLR CLEAR O.C. ON CENTER CPT. CONCRETE PL PROPERTY TONE CPT. CARPET P.H. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE D.& DOUBLE AL GLAZED pp_ ° PAIR DDIA. DLkMMETERR PP.T. PAIR DATE DESCRa7TON �� 2-STORY Q"AJ CONYERSI�I ARCHITECTURAL SHEET DESCRIPTION DID SET IS6UED PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG A1A-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG ASH -LEFT &RIGHT ELEVATIONS "H" PG El -FIRST FLOOR ELECTRICAL PLAN 02/ 02ASM ADDED ELEV. 'J' / TC' WITN SIDING PER MARK DOILEB 0240110 DID SET RE-OftIED �W FO01'ING REVISION$ PERM. DOMES 06A616 1-JOISTS INCORPORATED INTO MASTER PLAN aMAb CON6T11114rN7N DOCUMENTS RE•158UEo OS/11M ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL DETAIL- 'ADDING BAR TO DOND BEAM'ADDED TO 512A DIM. DDIISISIGN R. DISP. DISPOSAL RAD, DP. DEEP RA. G. DR DOER REF. D.S. DOWNSPOUT RM DTL. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. REV. ELEVATION SH. EQ. EQUAL SHY. EXH. EXHAUST SHTHG. EXT. EXTERIOR SHWR. F.G./FX. FD®GLASS SIM F.O. FUEL GAS SL. FIN. FINISH SL. GL. FLR FLOOR STD. FLUOR FLUORESCENT sws FR DR FRENCH DOOR FIG. FOOTING TEMP. GA. GAUGE THK. GAR DISP. GARBAGE DISPOSAL T.O.C. G.F.T. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.OS. oL. GLASS rrn. GYP. BD. GYPSUM 130ARD U.N.O. H.a HOSE BIB HDIR. HEADER 001� V.P. HOT. OR HT HEIGHT W/ INSUL. INSULATION WD, M. INTERIOR WDW. wii RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMI,AR SLIDING SLIDINGOLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB IOP OF PLATE TYPICAL AB TYPICAL UNLESS NOTED OTHERWISE ASF� PROOF WITH WOOD WINDOW WRRO GHTM PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAi -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WAS -NOT USED PG WA6-WALL ASSEMBLY DETAILS Cl/!6M PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 S •LIT• CALL• S 03/AI18 REVISED LINTEL SIZE AT FRONT ENTRY DOOR W6M UPDATED LEDGER BOLT SIZE i SPACING DT FLR LIVING 1104 60. FT. 2ND FLR LIVING 1501 8Q. FT. TOTAL LIVING 2605 90. FT. GAIRAGE 431 $a FT. PORCH III 5Q. FT TOTAL 3153 SQ. FT. OxW PATIO w Ga FT. 06MA8 REVISED I -JOIST LAYOOT 064VM ADDED LED LIGHTS TO KITCHEN I DATNI110" PER MARL BW,ES 0143M ADDED STONE OPTION TO ELEVATIONS'G','N•,'X 4 W 05/I3M LEDGER DOLT SPACWx REVISED i0/j8/g ADDED OPI. W-O' CEILING HEIGOTB OISVM REPLACE UBP CONNECTORS WTH SIMPBON CONNECTORS 03MJSR0 REVISED DETAIL ON SHEET D2 OPT. W-0• CLG. HOT. 044MO REVISED STAIR BECTION DETAIL FOR OPT. V-O' aA NOT. 0VMI MV MC UPDATE STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG 92-FIRST LIFT BEAM PLAN AND NOTES F E PG S2.IA-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 PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE I3 FOR THE PG 33-FIRST FLOOR FRAMING PLAN PG 93.IA-DETAILS PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG 33.IC-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM.s IN WRrr=/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES PG 95.IA-SAFE LOAD TABLES PG S6-R0OF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNl-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 11 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA N: 0003325 b tY BtMDM a LOT: ABBOTT PARK LOT #38 BLK #12 PXtOJL'CT 04181.006-38121 MOD10IA 4EHB "2605- HAYDEN" GA>isAGE 9111M'G: RIGHT PAGING: COVER SHEET 60 MPH EXP. ci 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 TTH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION 11301.2.1.2. 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. % THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER i. 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SWILL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLtnmmw 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''1W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 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 COVER0168 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 FSS 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, ASTMCl063.19a & ASTM-Cl787. 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-C1063 -19a AND R703.7. FIRE RESWTANT 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 CEILMW 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S 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 / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774-W78 FAX: 407-7744078 wwwabdesigngroup.com L AA N: 0003325 [ai{��j� 5 otmDIV. a LOT ABBOTT PARK LOT #38 BLK #12 IPROJ=T 04181.006-38121 11[ODEL: 4EHB "2605- HAYDEN" GARAGE EWING: RIGHT PAGE: GENERAL NOTES 60 MPH EXP. PAM 0 0 OVERNANG r-------- OF ROOF I 3052 (2) 3052-814 EGM66 ------- I 21'-4' I I DBV@IG i s BEDROOM S2 a ROOM I - UVING ° O'cia - °' a C.G. ROOM 8'•0' G.G. T-2' 3'-S' W.6' 2'-10' 61-10, 3'-8' 8'-0' e I I 1 1 (2) 2068 q I (I � IR-ISH I OIO F'o6T v . fl Vic " cl BATHN2 TUB/ I I I a I 8'-0' CIO. N KnUM ° I CLCL 7' I I I I I �I I � I � I 0 3'-4 5'-8' 3' 9 3'_0• 3'-8' 5'-4' a a F-4. REF 2868 Sr-' STAIR DATA 15 RISER • 1D2'20 MIN --- C 14 TREADS . 10' BOLLARD m ---v AS REQ. PER BLDG. II CODE III GARAGE _ V_v CLG. III m III °'•m' Q.G. e III m Q a 305 H I RCH m d W-0' CLG. Ib'-0' X 1'-0' O.N. . ---------------- --- 9 a ° ------------ - - --- FIRST FLOOR PLAN SCALE: 1/4' . I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED UMTH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN W02.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL DE SEPARATED FROM ALL WADITAISLE ROOMS aY NOT LESS THAN 4►'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.) 302.1 -OGIfONINTMD EDLOM 9=100191FO le° a! i8°aeoolcauel8 ORNm Sam mm 11DIEHODMO IEi m MDTTIE ROOTAGE MIN. WINDOW 10 5 31/450 CRITERIA EXTERIOR SWING 18 5 36/-41 M MIN. CRITERIA SOD. MIN. 41 5 34/-43 CRITERIA *010 OJ•ID. IMl b 310/-34.6 BASIC WIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.-C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OGNEIl1L0Y1TBO11GYn SQ.FT. CALC. S IST RR LIVING 1104 SQ. FT. 2ND R.R. LMNG 501 SQ FT. TOTAL LIVNG 24,05 SQ. FT. GARAGE 431 SQ.FT. Pow.1w III SQ. FT. TOTAL 3153 SQ. FT. Bx10 PATIO 41 SO ea FT. MASONRY/FRAME WALL LEGEND W-0® L UND ON FLANS MRG. HOT. VARIES 8' BLOCK WALL UND ON PLANS 11'-4' Bled. INTE® BRG. WALL U.N.O. ON PLANS 44' INTERIOR - LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOOM TO DE 6'-8' -ALL EXTERIOR DOORS TO DE 6'-8' UNLESS, NOTED OTHERWISE -i N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouµcom AA A: 0003325 >ltmDIV. do Lo1`. ABBOTT PARK LOT #38 BLK #12 PElOJECT 04181.000-38121 MODZU 4EHB "2605- HARDEN" GAKAGE EIWIENG: RIGHT PAGE: FIRST FLOOR PLAN 60 H E 15 w 02/05D� SCALIC: 1/4"=1'-O" EIHEETAl/ TOP PLATE 0 B R DETAIL A SCALE, i'_0• (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' &S FLOOR HATER LAL W" FOR SOLID NALNG AHU I Iwo "A,°;o / c / I / 42• H. IA WALL w/ / CAP / N4�KIATI! raob� - ' STOR. 0/00 / / / 3.2.0 SIT STR EW / REM RCED W/JX4 SPF / UrCONT. DEAD OF 8U64'LOOR ADHESIVE PL-400 OR SIMILAR' • / EA I40RMONTAL RN / 2 X 4 RE-NFORM40 / • EA 2 X 12 STR348ER SECURE Md S'-S' Or- 2X4 ATTACHED W IOd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHN S' OP EACH DD. 32' OG. MAX 4J' H1614 HALP ",A„ W/ CAP I.-V 3/4' TAG SIM BOOR 611l 4 SCREYBD PER FASTINER LAUN. PRAMNG SHEET) mm STAIRS RISERS TO C 0MAOM TO MOMITN 50 TICK (20201 MN. "MAD -MR' MAX. FUSER-1 3/4' STAIR DATA= 3AW MAX. VARIATION INISR l82' RI/ERSRREADS ADJACENT TO EACH 14 TREADS • OTHER 3/S' MAX VARIATION INANY 1V. V NOSING RISERRIRdAD HANDRAIL CIRCULAR CROSS SECTION OIA. TO SE 1 V4' •44' OR FRONDE B4 2JIVALINT 6RASPASILITY U*=Mb- M% W WIDE • NARROW IND MIN. II' WIOTH • D' FROM NARROW END 34' MN. WANORAIL HGT. MOM 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS 64ALL HAVE WALLS. INDER STAIR SUTACE AND ANT SCMTS PROTECTED ON M INCLOSED SIDE WTH V2' GYPSUM BOARDS. POOR 307.I. STAIR SECTION B SCALE= 1/2'.I'_m�1/2'.I�_m. THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1.82 U1/ 2X4 RE INFORCING NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii't 2' OR A NONCIRCULAR GROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN Co 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-1,0.1 / F.B.C. 2020 CHANDRAIL SECTION SCALE:3/4'.I'-m' F L441 N. RONALD REAGAN BLVD. LONGWOOD, FL327W PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup•com L AA S: 0003325 J g � r � >ILIHDIV. /e LOT ABBOTT PARK LOT #38 BLK #12 PIloJEC 04181.0T06-38121 moDELc 4EHB "2605- HAYDEN" GAVAOE awngG: RIGHT PAO= FLOOR PLAN SECTIONS / DETAILS 60 M H EXP. 5 'oVXNT 02/05/21 scALE: 1/4"=1'-0" SHEET AlA SHINGLE DECORATIVE SHUTTER OR EQUIVALENT IT'-4' 2ND FLR, _ BRG. HST. I I FYPON I I CKTIIXII I I OR I I EQUIVALENT I I 6' RAISED I I BAND (TYP-) LI V-4 3/4'2ND� BRG. HGT,A, EN - 46 I 4' RAISED TYP. I I BAND (TYP.) I I 8' RAISED ELAND (TYP.) I I I m'-m' IN. FLRs_ _ IT'-4' 2ND FLR �, BRG. HGT.�---� I t I I I I I I V-4' 3/4' 2ND FLR A, _ FIN. FLR/5R3. HST. — 7 e'-m' CLG. HGTr, I I TYP. I I I I I I I m'-m' Fw• o 25'-4' BLOG. HGT. L Ml No IME loom Ell 11-10, _.. MEN ■■■_. " _a_� lE..� � _ate ,i�gl�gl�qi�1l �. FRONT ELEVATION SCALE: V4 . P-m' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 . I' -IV' TEXTURED FINISH BRG. HST. V-4' 3/4' 2ND FLR FIN. FLHGT. om m AREAOFATTIC = ISM SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = ISM /300 = 5.28 VENTILATION AREA X SO, INCHES PER FT,(144) = 760.8 SQ IN. MN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC - 380.45Q IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 3110.4 /115 TOTAL: OF VENTS REQUIRED = 330M TOTAL: OFVENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED V2' THICK 2 GOAT CEM04T PLASTER APPLIED DIRECTLY TO MA60NRT___\ 4'x4' 6ALV. i'-TYPE FLASHING SET N RIREIl3LAS6 M4NISLE6 WAFDER-AYMENT AS PER PRGR 7X6 OYP PT LEDGER Yb SOG.U. ROOP SHEATHING TWIGTOIEGG IR'X8' 'THREADED ROD 32' AS PER SLEET SNL SECWEP PAR OG, 4 UNTW14 W OF EACH FASTENER 6CWWLRE END MAX. SET N 6l1PSOF1 LUD-16 MI6H OTPIMT14 EXPDXY 1. F ( J 6' MIN 2X6 GYP RAFTERS OR ROOF SLOPE PER --- I ELEVATION 22c6 6TT M LEDGER LW MIN T/I6' ODD 6FlATHNG 112W TiR�SACMD PEDD GUSSET TO NE 6ECUREp TO 82' OG. E YSTWIN 6' OF 2X6 MEF'DER6 0V Gd NAILS EACH END MAX. GET N 3' OG. • PERIMETER 1'-4' SNlMCN WON 6TROOT14 LUS-26 W/ (4) Lod': y_®. DO -OW W MN EM®ED. TO LEDGER AND (2) lod': TO 2.6 JOIST CI4AN EL POPE SOFFIT OVERHANG DETAIL A BCALE:1/2.1'-m' FUGREERW WDOD TR1S6E6 • 24' OG. &NIM SHOP DRAWNOG SEALED BY I v FWMSSIONAL ENGINEER FOR 011101,15111 ANp COMMWTS PLYWOOD GWEATWNG 6EE STRUCTURAL - ROOPN6 AND FLASHM IW DRIP TPM 6TR AI% AND ANO10I4s EDGE FAR MM7e RWRPANTEE On armic"l ul. mcul O'lNTG WaAP FASCIA WTW DREMC MET IRS STOLOURVA. M2, 2X6 WOOD FASCIA GEE r STRUCTURALENTEFOR FASTENEPEG FEB VD SOFFIT PER ATTIC CALLS W' THICK 2 COAT CEMENT PLASTER APPLED DIRECTLY TO MIASONRY' RAISED TPEM FAR ELEVATIONS 2WD RR IUE'DOW PER PLAN RAKE SOFFIT DETAIL B SCALE:1/2 . 1'-0' Q N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-W78 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 V BVHDIV. A6 LOT'. ABBOTT PARK LOT #38 BLK #12 PRAJL'CT 04181.00- 38121 moDEL: 4EHB "2605- HAYDEN" GABAOE ETIMC: RIGHT PAGE: FRONT & REAR ELEVATION "H" 60 MPH E 2021 D TE 02/05/21 BOALE: 1/4"=1'-0" 8HEET A3H BVHDIV. A6 LOT'. ABBOTT PARK LOT #38 BLK #12 PRAJL'CT 04181.00- 38121 moDEL: 4EHB "2605- HAYDEN" GABAOE ETIMC: RIGHT PAGE: FRONT & REAR ELEVATION "H" 60 MPH E 2021 D TE 02/05/21 BOALE: 1/4"=1'-0" 8HEET A3H 17'-4' 2ND FLR, _—_---- 1M. U. 9'-4 3/4' 2ND FL FIN.FLVILR 3 GTHG �------- S'-0' GLG. HGTt _—_—_—_ 0'-O' FIN. FLR , LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT 1T'-4' 2ND FLR, B@'s. NGT. - - - - - lE DoAIN FOR PYF'ON BKTIIXPi OR EQUIVALENT I1'-4' 2ND FLR. -- BRG. T. 0 9'-4 3/4' 2ND FLR FIN. FLR/BRG. HGT. 41- 0' BRG. HGT. • ENT 1iY oC'-m' FIN. FLR 11'-4' 2ND FLR II II II 9'-4 3/4' 2ND FLR �, D ___ II 3/4' 2ND FLR FIN. FLR --- 4----------------------------------J 12 ---- ,FIN. FLR FLp _ • ENTRY �8-_®v II II �I 0'-0' FIN. FLR, I I ,.�0'-0' FIN. FLR ------ — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- -------gyp RIGHT ELEVATION SCALE. 1/4 " P-0' TEXTURED FINISH FEBI 1441 N. RONALD REAGAN BLVD.. LONGWOOD, FL 32750 PH:407-774.8078 FAX: 407-7744078 www,abdeslgngroup.eom L AA A: 0003325 C BtMDM a LOT ABBOTT PARK LOT #38 BLK #12 PROJECT 04181,000-38121 MODEr1 4EHB "2605- HAYDEN" GARAGE DWING: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH EXP, 2021 m /05/21 4"=f-0" H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e GeV CUTLET 20 AMP SNGLE POLE IIOV OUTLET 4D NOV OUTLET N OF OUTUIT WE TO SwrcH OPI —may IIOV OUTI.CT SOARED UUUMD FAIL NlPNP t(rPVUM PWMTAW TTFE) 220V CUTLET (4) WIN CONNOCTTRW EKT. WATNII WM OUTLET 6111101AD FAIaLT NIlRES+7Et MNTC 4 WITCH 31-111 oem HUTCH 4-WAY OPER r� 1 WLgl1FTTMpMED f CEILNS LIGHT © LED CLO LIGHT LIIP VAPOR ©vp IMWOP LIORT OVP VAPOR PpIXr LISM OWORSHIP CAN eVENT. FAH , Co" PER /p Fr. "Lla FAN/ aptwrt 1 CR1 PER SQ Pf. T mxrjw tMECL m BY 2-MILA;IIAP ® AiClFO tIELCEE6EDJ R tNeNl�au I•Nv ARaND '{ 2' FLUOIaYCEM 4' R.IIOIESGEiT p�� C W TRACK LIDNT PANEL METER 0 SD. a1Ola DETBCTOR BAEE.tlA 41mam DEfacTom sammcmdr- CARBON MCNOXIM C* D! MM CQ"Ab SMALL aEEN A DISTANCE OP NOT LTHEN 4' "M IIALL MORDANT LOW NATURAL aAe pllP T1111JMHM42 JACK aIATER IEATER DNCONECT Alt CODmONNG pwCONEcr SEE AM ON I� TLL ANKH JACK CELM sox rimm TO as 9u P Omw N Q J-11m AccaEaANCE w IM A• ONa4 RM LN•Wita CELNS FAN&OW ro Ea 1 N•P oRrED IN ACCORDMCE w IMIT/tIEQD .. sueH FOR A u' LIGHT STRN• Llour STRIP Rnnnnnnn M, ING.NgSCET LIGHT STRIP ROOD LOW KP oPr. smNln KEITAD • PD Puw-au"VN FOR cIR E1 we FORT • LOCATION OF TV JACK* 4 PHONE OURETS 4 PA40 TO m VERGED . HDMEOwER PINII-c4mT ucrtoN MEETING, • ALL E 4 20 AMP BRANCH CNCWT* TO 0* AMC FAULT P'RDTECTED PER ELECTRICAL PRDN*IDNk OF POORTru mrc1CN N2eae: 4 NEC 2WM Zen mrrNXL • 20 AMP DEDICATED, L.AUNONI' CNCWT. • GR . ULMD (NOT ON KITCHEN CNDWITJ • DNHWAS ER DIaCOMECT TO M LOCKOUT N PANEL • Z ATH ROCH DINAOT FAR TO HAVE MIL CAPACITY CP SO CR1 immmITRNT PER ELECTRICAL F7EDVISIONS, OF MOTION MB011 aRt3•'TnN`1TION 62a20� • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FALLT CUCUR-MEMJrRER PROTECTION POR P'EINaOME. ON FENDER* • ORM METHOD 11L BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS CIA EMGM TTH m N2e202 • ALL WORC TO COMPLY 1111174 ELECTRICAL PROVISION& I THE m(a 1TH aD N2a2a1 • AI.L I ANU'r6 SHALL 4&E Hui .�TsO BT 1alILDlR MD ma OF LIGYTSB. MINT RC EARatl.T EPPIG2NT TYFMa PER FOR VENT OR MICRO PATIO I 0 DIIIMIG �n UVING ROOM ROOM — — I PRE -WIRED CLG PAN I J� _ GFI ;,/� L I / SWITCH IN - CADINET / � DW /TO 2ND FL y}I�r2p�� 1 ALLA.O�IT u l I T SWITCH. —\ I Fol PM -WIRED CLG FAN BDRM. #2 I PAN. , WI • 44' a. FOS OPT iI 1 S® M.P. r D� l I I j\ — 1 1 / III ill / \`?�^•c{ KEYLESS FIXTURE PRE -WIRED II / FOYER GPI ll CLG FAN III 1 GARAGE 9B DOOR F'REWIRE GARAGE I '\BATH#2 /ESOLLARD AS REO, PER SLOG. CODE ----------------------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' a I'-0' 1 -3. 1 -3• \� 1 1 L � LED LIGHTING @ SINGLE LAV. BATH 4 W P Panel MAIN - A PANEL: 8H8.pcn. breaker VOLTAGe: 120124OV-1 Ph MAIN: 150 Amp M.C.B FEEDER 3 91 Cu THNMU & 1-408 Cu (G) in 1 10 C. OR 3 rT2NO AL TFMM & 1- N8 Cu (G) in 1 1/2' C. WIn Pao Yr Daa,4 on wma Orem Chouh wt Itt ps,l No Fab 1Mn I. 1 21 I�,WIaR GRfor11x4 12W 1 2 sp— IA12 2 21 I,palon Pump 111D 3 e 5 Op WC.U. 11 2 a5 Span r a PANEL -A PANEL: 42.1, beaker VOLTAGE: 120 / 240 V A Ph MAIN: 150 Amp M.L.O. FEEDER: 3-51 Cu THM & 1-58 Cu (G) in 1 1?' C. OR 3 5210 AL TFNM & 1- NB Cu (G) in 1 1!P' C. YNr• P.I. no Ib VAW d(OUR a -At Walb Dasrips- Ia pd. VA. 012 1 M S-1 A boa 16M 1 2 aDOO Rep• 50 2 ,R .12 1 M Ubrat.w / HoodGF1 180E 3 4 M2 1 M Sme ApHl4nor law 6 6 /5DD Wtlar 11a4r 25 2 M0 AV 1 21 ism a 012 1 2) da AFd Iwo a 10 12q DIW..W OR 20 1 1112 02 1 21 B4N 9R 12D 11 12 IMO dat—WOE m 1 012 M4 1 16 FaysI F.N AFd m 13 14 6000 Drys OR 30 2 MO M4 1 16 W Rm, taW, M da W AFd p00 19 16 S 17 Is 1600 W"-OR 21 1 M2 N14 1 1 15 ISD&f20 AFd 000 16 21 low OnW Door OW. GR 20 1 M2 21 22 12q Gtreat IOOtls U.A RwWWwAFd 21 1 012 014 1 15 8.&— 021 arlr— 0AFC1 000 29 SOD S4.aan M AFd 16 1 #14 M4 1 15 atloan 03 AFd am 25 28 Um 8MM AFd 1a 1 014 $14 1 15 Btlaom Ml 9ad4544e/ LotNCI 200 ?7 28 1200 2MR,s MW a1D2O4RUrllau, AlO m 1 M2 M2 1 2D .3C. Door OFI 100E 2p 30 1000 aabda aN 21 1 012 S 31 61soa 3J Spw apaw 3s 3e apra. 31 3a Spw 6a 2 W AAU. SKVA•9516 am 3e 40 41 42 a-+Wa• Latl .a to a.a.a roar W+Wib./r» i2600 279m louses-L m6.m.naadara.lcul.Daae,un. Dwand factor Calculations: ABBREVIATIONS: AFC: ARCFAULTCRCLATINERRUPIER NC: NONCONCDENT LOAD OR: GRCUNOFAMTKIERRUPTER a4 lo.e a,.l.a to do—W raa /5600 ' Feat 1000Dwlla. 100% 10000 RpnAa vxlt4•IO% 1000 Taal AA: 1atl 11i66 LOAD CALCULATION 16 EA*m ON ANC NON -COINCIDENT LOAD ar car.oba toa wea 7Lp65 TOW I2/Ow&s) 141ILS GenQMILI2hdn2 & Rse. 4aeb Loaa OA AIC a4ur41" 2806 On4W U.&R.3W/Sq. Ft. 7815 t44bla 3 a165WI-I Nat100% 1 195 1 8010 ckmle Tomiwatls G." Lt. 8 R. P.M A 1111 728 8010 ITELRD VERIFY IRRIGATION 150 AMP ELECTRICAL RISER OUTLET • 48' AFF. NOT TO SCALE. GI NERAL, NOTES, A. ELECTRICAL MATMIALS AND INSTALLATIONS SNRLL Ga'TLY YATW ELECTIECAL P "OvmI" OF THE FIGS TTH @1Tlm-Q 0) LOCAL CODES. MO ALL LOCAL PLUM COMPAff S. ALL CONDUCTORS /HALL x TYPE nsanwN u4LEee NOTED OTHMUM PROVIDE W ANT. 2111141,10 VOLT, I ELECTRICAL MIEVICE. PROVICS It 31 "m CIL THIN • 1% cu IN COOUIT OR 3 mm . PS CI IN 2. CONDUIT OR 210 AL DL,R TO TEMPI"TE AOOVE SCMT . ONNINA COMBINATION SERVICE MTC44 MD M 101'N1ERIN MELECi MIKA 3R 04CLOMS! NONCONNECT mEnlprEeMVlce eAaLE,na,•RIGN NNTRRY7 aau4Ce eN1RAacE EG1E'T�Nr .OWPl.4T NIMSYSTV R3OD n VOLTAGE O Lau vtxTAN2E coNEcnoNs 1 +4 CI M MM GPOM CONNECTED TO CO GFRM w4cAMD FDOTEE STUL PER ELECTRICALL, P ROVISION11 OF THE MOR IM EDITION He2l1 ENS" CIA x S PT LONG COPPM CLAD GROUND ROD FEB 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.wm AA #: 0003325 UUyo� � Q SUDDIV. Aa LOT ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.006-38121 MODEIA 4EHB "2605-HAYDEN" GARAGE 9W11140: RIGHT P'T-IRST FLOOR ELECTRICAL PLAN 60 MPH ER. Dw� 02/05/21 SCALE: 1/4"=1'-0" SiiEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� 12WV CUTLET 20 MW 6NGLE POLE IIOV CUTLET 110V Cun-Er 10 or Ou1LET aMm To asrrcN a,l 1lov OUTLET aa~ Ul4 00 PAUL NTERTPIER "AM I11DBTA1T T1'gU 220V CUTLET r40 SIPS CaeacnON OOurm nls R'a NOwnlw Tratu T GLITCH 80=11 3-WAY OPER �4 SWTCH 4-UAY OPER L-(1 4u4LL rlpu/TED �� vv Lnwr CEILING LkbMT © LED CW LaHT LED VAPM ©vp FlaDOf LIGHT O VP VAPOIa NSCC! LICIT ONam"m am eVENr. PAN 1 ON Fm aQ rt. vow. FM 1 C31M FM SOL R. v POlnas (ePaTcr Teo BY LOM ® r L ) I-BILB alAP .Maw 2-19RAB awnP • IGaIr ralaa�xe rPRJ .Maw k T RAIL UCENT 4' P.UCPWDCNW rg-g-g—g+ 4• TRACK, Lahr 0 PANEL g� METER • 8D. ISToIa DETEK.Tae I!•tt. eAaK.Ur S r-1 � w � WALL MCUNW erow cEncroR evt�aen w4ec. m E� ® BAG cARmn p 6NALL BE A DMTANCE OP NOT LEM TNN 4' POW" Sp PM LaHT HAAR& am low T6,{PHOIB JACK SS4 : A6.ELir�l! EL!Q e,E yAA��Q 011 AIR CNNIICT RIG UNa an A14U ON pISCOMaTCT I'a TELEVWON JACK CE NG BON RECU TO EE SUPPORTED IN O J-.EON ACCCCANCE w am MARKED A* &X24 FOR bmkqlcTICN CALM BOX RECL TO on su popum N CEILw 1A11.16Nr IV Epp( MAING0 All IIU N FOR 24' NuwcscNr ,Dana LIGHT snap x' 1Nc monfic r Lahr 6TRP 4s• NCANDUCEHT Lahr &TH P RpoO LI6NT oPTKEYIADNMI-BYTTON FOR CR'N 5t- INS flow • LCOATIOI OF TV JACK* 4 PHOTE C nZM 41" TO m VERINW • 14"MIER PRE•COWTRlCT10N "RETNG. • ALL 0 120 APP DR,*" CM=M TO BE ARC FALT PROTECTED PER ELEC11aCAL PROVNI" OF elm TTY EDRIOI (20m) 4 NEO LOJZ 2A)M SSDIr"t • 20 Ar1P DWICATED LATNOW OSSCUIT. • OFT a OLA►O 00f O4 KITCHEN Cs6a11T) • DINaM*HER DI6CONlCT TO BE LOCKOUT N PANEL • BATHR00M EN)WSST FAN TO HAVE MN. CAPACITY OF 60 00M IN VlMfrrCNT PER ELECTRICAL PRDV010N* Cr GECTION Me" L • L. "ml ROO'1 RECEPTACLE *HALL EB OlSCAO MLT CPSCUIT-SITElaaa•t!R PISOTCGT olm FOR PEIMaNtL ON PEexR* • WRNG MLNIOD SHALL BE NON METALLIC CABLE PM ELECTBCAL PROVEN" OF PBCS TrN mLLll t • ALL WOW TO COMPLY Sfl14 ELEOI110CAL PROVENCM Q TrE 1 d Taal a LtlYTI16 MNT aE EN<AGT mprmw TYPE PER max EPFICRICY) 2020_ bh EDITION R4011 I i L— — — — — — — — — — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' • I'-V LED LIGHTING C� DOUBLE LAV. BATH 03 II• I e m L S LED LIGHTING ® DOUBLE LAV. BATH -1 FEB 14 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b 4 i I I--- - - - - - - - -----J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • P-V FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . I'-V MAIN PLUMBING RISER DIAGRAM FEB d N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-1744078 wwwAbdosigngroup.com AA M: 0003325 a s0� atMDly 4k L.OT ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.006-38121 HODEU 4EHB "2605- HAYDEN" GARAGE BTaNG: RIGHT PAGE: PLUMBING PLANS 60 MPH EXP. 2021 Dw� 02/05/21 aCALE: 1/4"=1'-0" aiIEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL 15E PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MO. REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL ISE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITN EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL WN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT 15E LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FSC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, WAS AND SIMILAR BATHING FIXTURES SHALL SE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 814ALL HAVE AN APPROVED FIRE OR FIRE/BMCKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL SE INSTALLED TO MPG. RECOMMENDATIONS AND FBC ITN EDITION (2020) MECHANICAL CODE SECTION 60I. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A PANTEC 4 OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SECURE STRAP TO CONC. CONDENSER W/ l2)-3/167Q' tAPCONB WIT SIMPSON US ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) •SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE ATTIC AIR BUPPLY-: AIR HANDLER 1 E VAP. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REF IRKsERANT LINER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB R REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAW, AS PER FBCR ITH EDITION (2020) MECHANICAL BLOG. CODE SECTION W12A HVAC DRAINS SCORIATED NICKEL ///---FIN. FLOOR BRONZE FL. PL. / OR WALL COUNTERSUNK CO. PLUG DRA66 PLUG —"'�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //--WADE 8240-K "AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTUSPEC FLOOR SLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING SEE SPEC, I'-S'XS' QDNC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (T - — — — — — 7 I I I I Dj�I�(G KKVVVVI�n i IFROM m �ABOVE BEDROOM 1�2 ITXS —IriI II-------� — I I I II 12XI2 Im --------- • II II AS --- e I I1. BATH 2 DII------------------------�� "!I I KITCHEN '�X it �� I I I I I I sTOR. I I I I 0s I i 12XB m �♦ III � � III FLEX III FOYER III ul /O S' S/A FROM ABOVE GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-& FEB • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 www.abdesigngmup.com AA is 000332E Ila sunDm Ae LOT: ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.00E-38121 I�coaEL: 4EHB "2605— HAYDEN" GARAGE 8WD9G: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. 2X4 TOP PLATE PRE -FAD TRW"IQ' GLG. HOARD 1/2' DRYWALL --�— lit' SECURE SIT. — PLATE TO SLAB W/ and MASONRY NAIL • 32' O.C. MAX FIN, PLR *24' SLAB *IUWt) IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.C. OR, NOT LESS THAN 2W WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON-BRG. DV SCALE, 3/4'.i'-dV FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS. U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT P-0' TYP. O.H. Sm. GYPSUM Kit OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION '--R-4.1 INSULATION — //''��WINDOW ATTACHMENT AS PER MANUFACTURES r—/ SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND 8' Cm CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. — DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLRj — 1 e a v. .a ° 4 n W/ WINDOW OPENING ti S' DIA SLRRVE, DO NOT CUT PE DOPD DRAM NOT CUT SOLID ddlOUT no DOtO & (1} % OEM a)om~ REBARS A PIPE THROUGH BOND BEAM SC.ALl. 3/4'0-41• FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR WS.1.1. ROOF SHEATHING THICKNE66 AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY o'-o' FIN. FLR B TYP. WALL SECTION NO OPENING km --- PER SECTION FBCR W5.1.1 - FOR 5 1-STORY HIP BLOCK WALL 4R122,, A (2)) LAYER UNDERLAYMENT 1 SCALE. 3/4'.ISCALE. -o� SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 2 COAT Pam GTIMICTLN"I. DMWTL.T TO poolocomm ATTACWW TOFU am '�1= 0 �• i ii �O.i,��■p00MOLLOM - ALL �t _ PMT� TO PA6706D TO mom - m • © �'� 1��' JAMBS �� i FIBERGLASS 814MGLES 2X4 SPF 24' Or— . MAX WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER PBCR 9s 51.1. • EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNLSECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRK4HTB MTL. DRIP EDGE PER STRUCTURAL DETAILS 9' 2x FASCIA PER MAX PRE-ENG WD. TRU88 ELEVATIONS O• VENTED SOFFIT PER ELEVATION WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS SHEET ON. SECURE PER SEE ENERGY CODE FORM FOR FASTENER SCHEDULE INSULATION R-VALUES ON SHEET SNI PER ELEVATION PRE-ENG. GABLE TRUSS S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD WEEP SCREED 2x P.T. SECURED STRUCTURAL DETIAIILS —r 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR 6 cm a . C W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPE • 24' O.C. 1/2, GYP. ILL. BD. WOOD BASE FIBERGLAS6 SHINGLES WITH UNDERLAYMENT AS PER PISCR '3o6U.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU o'-o' FIN. PLR n TYP. WALL SECTION a NO OPENING �1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL D 1 SCALE. 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7144078 www.abdosigngroup.com L AA N: 0003325 J E �us e suaDIV. ae LOT: ABBOTT PARK LOT #38 BLK #12 PROJECT* 04181.000-38121 1[ODELe 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE: DETAILS 60 MPH EXP. 15 DA M 02/05/21 8CAL.E: 1/4"=1'-0" a*== D1 FIBERGLASS SHINGLES —,FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 90DA, AS PER POOR SMA. ROOF SHEATHNG ROOF SHEATWW3 THICKNESS AS PER THICKNESS AS PER SHEET SNi. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. ER PPE -EN WD. TPZJ06 4-PER 24' OC MAX 17ILLVATION 244' OG. MAX LEVATION METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION DATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATION& CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED IpN' ( S/S' GYPSUM BOARD ELEVATIONS lolml. 5/8' GYPSUM BOARD SOFFIT TYR OR In' NIGH STRENGTH TYp, OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCEI I Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 NBUL. REFERENCE -4.1 NSUL. STRUCTURAL w WINDOW ATTACHMENT AS PER Of MANUFACTURES SPECIFICATIONS FERENGE STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T s G SUBPLOOR _ GLUED AND NAILED AS PER NAILING 1/2' T141M 2 COAT E GLUED AND NAILED AS 1/2' THICK,. 2 COAT SCHEDULE PORTLAND CEMENT a PER NAILINGCEMENT SCHEDULELTE�jQ PLASTER APPLIED APPLIEDPORTLAND R DIRECTLY TO w DIRECTLY TO MASONRY R MASONRY w R IX2 FIRE-STOPRU EVATION 00 FIRE -STOP LEVATION SEE STCTURAL SEE STRUCTURAL R R L VATION LOVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR I/2' NIGH STRENGTH CLG OR 1/2' 140H STRENGTH BOARD CLG.BOARD ER — - IfMI-15VATION IX2 FIRE -STOP DO FIRE -STOP R-4.1 INSUL R-4.1 INBUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. PURRING DIRECTLY TO STRIPS • 24' O.G. PLASTER APPLIED STRIPS • 24' O.C. MASONRY S. cmDIRECTLY TO S, CHU MASONRY IR' GYP. WL. DD. I/2' GYP. WL. BO. IX2 FIRE -STOPVE WOOD BASE DO FIRE -STOP WOOD DARE a a. 1iE L -a -a q: 4: n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALES 3/4'•P-0' FE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH; 407-774-078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 1 S atMIDIV. rk LOa' ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.006-38121 HODMI J 4EHB "2605-HAYDEN" GAIltAGZ 9WUM: RIGHT PAGE: DETAILS 60 MPH E Dm. 2X6 P.T. • CORER OF DOOR HEADER SL•CJRED WV (V 1/2' X S' J-BOLT WV 4' MK EMBEDMENT WV 2' X V X W WASER 4 NUT OR WV (2) V2' X v ANCHOR BMTO IUV 7• X 7' X VS• WASHER 4 NIJT IN DEG#E 214 ON FLAT TO SIX W/ MASONRY NAILS. 2XA GARAGE DOOR SICK SECURED WV (S) V2' X S' J-BOLT OR ANCHOR Be BOLTS. WV 4' MK EMBEOPIEW, WV 2• X 2• X IW WASHER 4 NUT. (V WITHIN S• OF TOP. (U WITHIN S• OF THE BTM, (9)EVENLY OPACED. 9 ® m IE 0 U NOTED. ALL ANCHORS SHALL BE IN ACCORDANCE TO M*WACTWAM INSTALLATION NSTRJCTIONIS W4EIE SUCH INSTA)CTICHS AM MDR! STRMMINIT E DOOR iINBUCKGATTACHMENT 4CML w.— v Cm IR• DRYWALL Ix4 P.T. OR 8/4'X4• MK SECURE THRU FRAME 4 a 1'X4• EMEND I-V4' INTO P.T. NAILER BLOCK WV 3/I6' T•APOON& DOOR CASING MK SHIRK SIZE .WS MK HEAD SI2f 300 MK EMBEDMENT 1-1/4' WITHIN 8. OF EACH END DOOR JAMB OR WINDOW 4 W O.C. MAX BPACNG ATTACH TO 2X PER MANFACTUREO DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" A if TO +9 4" OR +8 4" 2X4, m SECURE TO BLOCK W/ 3/I6' TAPCONS MK SWANK 842E WS MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') WITHIN r OF EACH END 4 B' Or- MAX SPACING 2X6. m OECUE TO BLOCK WK2) US' TAPCONS (MN. SWANK SIZE JO MK HEAD SIZE 300 MK EMBEDMENT 1 1/49 S. CM WITHIN S• OF EACH END 4 18. Or- MAX SPACING. VJ• DRYWALL 2XIb 1=1 MX4• SEGUE TO BLOCK P.T. NAILER WK2) US' TAPCONS DOOR CASNG MK SHANK SIZE J48 MK HEAD 812E 300 MK EMBEDMENT I V4•) WITHIN S' OF EACH END 4 B' O.C. MAX DOOR JAMB OR WINDOW ATTACW TO 2X PER MANFACnMb DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 1/2" TO BLACK +1 1/2" 2X4, m SECURE TO BLOCK W/ 3/I6' TAPCONS (MK SHIAW 012E MO MK WRAP SIZE 300 MK EMBEDMENT I V4') WITHIN S' OF EACH END 4 IS• OG. MAX SPACINIL 2)(6, m SECURE TO BLOCK W10) 3AW TAPCONS (MIR SWANK SIZE U48 MK HEAD SIZE 3" MK B'IBEPMEiT 1 1/49 WTNN 8' OF EACW Elm 8' Cm 4 IS' OG. MAX SPACING. V2' DRYWALL , ® ❑ SECURE TO BLOCK S ' I'X4WK2) IIAWTAFr." P.T. NAILER (MK SWANK SIZE JO W' OA9. X 4' MK MK HEAD SIZE 3" MK EMBEDMENT 1 V4') DOOR CASING WITHIN S' O' BAC14 END 4 w OL MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MA IFACTURE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/16" r'112NW TO BLACK +1 18/18" 2X4. m SECURE TO BLOCK UV 3116' TAPCONS MK SLINK SIZE 14D MK HEAD SIZE 3" MK EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2xb. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3A6' TAPCONS 3/I6' TAPCCN MK I-V4' MK SHAK SIZE J.IS EMBEDMENT INTO BLOCK MK HEAD SIZE 300 MK EMBEDMENT 1 V41) WITHIN S' OF EACH END 8' CM 4 E' OG. MAX SPACING IA'DRYWALL 2XS 1=1MAW ❑ 6ECRE TO BLOCK WIK 2) 9/IS' TAPCONS P.T. NAILER (MIR SHANK SIZE J40 DOOR CASING MK HEAD 812E 300 MK EBEO'E4T 1 V4') WITHIN S• Oa NACW ED MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLWIS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +2 1/4" ) �111iND01► TO HLOCK +2 1/4" 2X4, m SECURE TO BLOCK W13A0' TAPCONS MK SHANK SIZE 148 MK HEAD SIZE 3" MK EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 W OG. MAX SPACN& 2X6. m SECURE TO BLOCK WK2) 3A0' TAFGC" MK SWANK SIZE .140 MK HEAD SIZE 300 MK EMBEDMENT I V4•) WITHIN S' OF EACH END 8' CMII 4 WOG. MAX 6PACINCi. 112• DRYWALL 2X6, m SCCIRE TO BLOCK Ix.0 1102) 3/I6' TAPCCNS P.T. NAILER MK SWANK SIZE Ja DOOR CAS ING MK HEAD SIZE 300 MK EMBEDMENT I L49 WITHIN W OF EACH Elm 8 W OG. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAIFACTU NS DETAILS. NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" /1E11isnMr MYI ArnrT( .HA" 2X4. m SECURE TO BLOCK WV V4' TAPCCNS (MK SWANK SIZE JCS MK HEAD SIZE 3" MK EMBEDMENT 1 1/4•) WITHIN v OF EACH END 4 V' 0C, MAX SPACING. 2X6, = SECU R TO BLOCK WW(2) V4' TAPCONS (MK SHIRK SIZE J40 MK HEAD SIZE 300 MK EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING, 2XS, 1= 1 SECURE TO BLOCK WKVI/4•TAPC4" MK SHANK SIZE .HIS MK HEAD SIZE 300 MK EMBEDMENT 1 V4') WITHIN 8. OF EACH END 4 18' O.C. MAX 8PACINM v Cm ❑ VV DRYWALL I'X4' P.T. NAILER T/IS' O.Sa X W MK DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER M~AGIUEO DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/18" A TO PACK +9 7/18" 2)(4, m 2X4. m SECURE TO BLOCK W/ SECURE TO OLD= W/ 3116' TAPCONS MK 1/4' TAPCONS MK SHANK SIZE J48 MK OHA4K SHE 30 MK HEAD SIZE 300 WEAD SIZE 300 MK EMBEDMENT 1 1/4•) MK EMBEOMENT I V49 WITHIN V OF EACH WITHIN S' OF EACH END 4 N8. O.C. MAX END 4 IS' OG MAX SPACIki NOTE, STRUCTURAL 2X MIAT BE SPACING. NOTE, STRJCTURAL 2X MUST BE 2X0, m O4 OUTSIDE 4 SEGUED 2X6ON m CUTSDE 4 SECURED SEGUE TO ELorac TWPIDL04 NON-STRUCTURAL SEGUE TO e4.oCK SEC THROUGH NON-STRUCTURAL WK2) TAPCONS 3/IS' TAPCON MK I-V4' V4' S MK 9/K' TAPCON MK I-V4' MK S4AK SIZE J4S SWANK E'BP.OM�t INTO BLOCK. OWA .145 SHAK 812E J40 MK SIZE VIBROME+T INTO BLOCK MK HEAD SZE 300 HEAD SIZE 300 MK MK EMBEDMENT 1 1/49 S' QU EMBEDMENT 1 V4') S' OF EACH END WITHIN W OF EACH END 8, CMWITHIN 4 K• OTC. MAX SPACING V2' DRYWALL 4 18' O.C. MAX BPACNG V2DRYWALL 2X& m I'X4• 2XIb 1=1 ❑ I•X4• SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING W1(2) V4• TAPCONS MK SHANK SIZE .INS (MN. SWANK SIZE .14e 1• P.T. X 4• MK MK HEAD SIZE 30o MK HEAD SIZE 300 MK EMBEDMENT 1 V41) 2ND 2X SECUE TO STRUCTURAL MK E' 01C)MENT 1 V49 Ak DOOR CASING WITHIN 8' OF EACH END MEMBER ILW2)12d WITHIN S' WITHIN 8' OF EACH END 4 W O:G MAX OP EACH END 4 W TO S' Or- MAX 4 18' 04. MAX SPACING SPACING DOOR JN'MD OR WISDOM DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO ZX PER MANIFACIUEB DETAILS. MAMFACTU NG DETAILS. NOTE, SWIM AS NEEDED TO PLUMB NOTE, 81401 AS NEEDED TO PLtMB JAB (DO NOT EXCEED V49 JAMB (DO HOT EXCEED V49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLACK +3 3/4" O*MMRnnO MM wlnfrlc L$"_ H 11DQDOW TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774SO78 FAX 407-774-4078 W W WsbdesIgngroup.com L AA N: 0003325 A Now 4 aUBDM AS LOT ABBOTT PARK LOT #38 BLK #12 PROJECT 041 1,006-38121 MODEL: 4EHB "2605—HAYDEN" GARAGE 9NS3,7C: RIGHT PACE: DETAILS 60 H 15 DPUNT ACE: 02/05/21 aCAUC: 1/4"=1'-0" aIiEMT 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 1147361 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31./2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13372.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.8 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 IN72.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR B/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10"1.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR Z/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS Z02D FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11495.4 SIMPSON 57RULT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT.COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10531.20 SIMPSON STILUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 1053146 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 1Z/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 22/31/2023 16S03.1 KAYCAN LTD. PANEL WALLS OCT. SOFFITS 2020 FBCR 3Z/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 1S332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 1Z/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 IS353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 1507&R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'40" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELTTIE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 107WRB OWENS CORNING ROOFING ROOFING ACCESSORIES 2020FBCR 12/31/2024 15216•R8 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/32/2023 3722.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-RS JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 02/03/2021 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 R k' H BT;J'RDIV. a4 LOT ABBOTT PARK LOT #38 BLK #12 PROJW T 041 1.006-38121 moamu 4EHB "2605- HAYDEN" GARAGE BVFMG: RIGHT PAGE: PRODUCT APPROVAL LISTIN 60 15 71, TT PRINT 02/05/21 DATE: SCALE: 1/4"=1'-0" siimmT D4 OLR7LD ORVIC.P).A ®ICED OL — Ie"IO PI. A L CRIAN " Pr. s L C#AN . M. c OtNOLD NWO.A.A 1 Q�AOR "PL • ;O w ® MOLD "'AYUC . Pr. A L 01MAN "Pr. s L asea . API. c • ICED IR. c DHR PI. a TILL Pr. c TOUGY js;�) r .DITOI, tiMW "TER Te/R ORAL POLO.04 pe2Laa. i TWM 3 COAT GIVIEW MASTER (PRONA Vr f OLUT OEsR PLAOM (C)w ONE LAYER 9, FORTFORR OUILDM PAPER M" OILY) WRe LAYER % STUCCO aRAPORAFE OILY) Q KICKOUT DETAIL Mee woo AE:" E aR QL mm \ WALL n.AMwe RJMA/tl ARE T I \ ap Rod.. WALL alaeecTlWw OR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER(PRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOFNIALL SCREED z 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP 5HINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.TA LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR "I/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - FE NOTE: METAL LATH: LATH TO BE PER SECTION R-I03.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) .1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 IN Y MO aysDM de LOT ABBOTT PARK LOT #38 BLK #12 PROJECT# 04181.000-38121 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 H EXP. Ci 5 DAtmT 02/05/21 acALE: 1/4"=l'-0" SKEET WA1 [is 0[anME DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER -1, UNIT STUCCO WRAP LAYER 9, FOR!, IFIBER PREMANLP. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) QAOOD a CONSTIOJCTION y��FNISH 0 UA' FASTEN TO WOOD STNICTURAL SEALANT • R' V °� MAX TOP 4 SIDES e Cm 7(� TO)pM ^ E? VENT (BLOCK) ODRYER 6 B �. d• WIDE 87RIP SELF ADHESIVE PL.ASHMG, CLEAN MASONRY BEFORE APPLYMG BUILDING PAPER—• OVER 'QUICK FLASH' PIPE THROUGH WALL I b' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'GAACK FLASH' %VENT PENETRATION SCALE: N.T.B. ELEC. METEF VERIFY LO NRI'.N IV ICCIiCIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) —APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARCsER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER N, STUCCO WRAP WOOD SHEATHI� HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER (PC MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS V FMISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) U1R5 LAYER 'I, STUCCO WRAP STEP #1 1' STEP #5 STEP No OELECTRICAL RECEPTACLE FEB 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdes*group.eom L AA S: 0003325 J F a r^ a WII mmv aUDDIV. 1s Lo ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.00 -38121 HODMXA 4EHB "2605- HAYDEN" GARAGE awnrG: RIGHT PAGE: WALL ASSEMBLY DETAILS 460 MPH W. ) 2021 rjD:AMl"02/UD/21 : 1/4"=1'-0" A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, 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 - - - - - �Ie 2 1/2' CORNER BEAD (FASTENER 4 SPACING ® I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK FEBI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774-4018 www.abdeslgngroup.com L AA N: 0003325 J q� d 6 eUBDLV. ae LOT ABBOTT PARK LOT #38 BLK #12 PROJECT* 04181.000-38121 MODELa 4EHB "2605-HAYDEN" GARAGE 9lWW0: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 H WOOD CONaTRUGTION DEYOHO aCOO 614EAT'WM W61aTiv! MAMRIER �TNER R161OTIVE /��' \ \\ i/ elf.' x 1 ' L& BroWo / / pQ, \ �r F--APNERMG M-ASHAKAbwm EIMIMJ6 6 \ t �7 �TWER RESISTIVE STARTER STRIP / \UEATHER \ DARRIER �alaTN! \ GALw METAL GALw METAL 'Z' PLAeNM9 'r R.A6NMo uiboo`TRIM A� / uibocA " A EI Ent I OR APPROVED SEALAW a>a 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 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDINGs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHINGS SELF-ADHESIVE FLASHIW,. — — — — I N. RONALD REAGAN 8L LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.eom AA S: 0003325 o r N u x O x L aVHDIV. & LOT ABBOTT PARK LOT #38 BLK #12 PROJECT# 04181.000-38121 MODEL 4EHB "2605- HAYDEN" OARAOZ BVIN0: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. PRDT 02/05/21 DATE'• afm= WA4 1 1 I 1 1 1 \ / 2x6 SUB-BANb W/I'x4' NOTCH w — - - — - END, WRAPPED IN PEEL 4 STICK METAL FASCIA uacAP DRIP EDGE P 1 /1 I\ 1/8' TEXTURED 1 \ FINISH a WOOD 1 \\ 2X6 SUB BAND 1/2' TEXTURED \ `� FINISH IN CMU / \\ i i \ e METAL FASCIA \ WRAP Ye' FROM \\ I i STUCCO, I' FROM \ --------- - - - 'i.° / WOOD WALL \ \ \ EXTERIOR WALL \ (FRAME OR CMU) 1\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ 1 T \ 1 ®ELEVATION ®PLAN A ©PLAN B ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) TEXTURED FINISH a / WOOD, 1/2' TEXTURED / FINISH s CMU -2x6 SUB -BAND W/I'x4' NOTCH +� END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 1/8' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHNG OR CMU WRO LAYER M, STUCCO WRAP(FptAm ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROCFNG CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT w WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WA0 'x4' NOTCH *END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY FE WAM alp- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX, 407-7744078 www.abdesigngroup.com AAN:0003325 8 BKMIDIV. ee LOT ABBOTT PARK LOT #38 BLK #12 11PROJ=T# 04181.000-38121 moDEla 4EHB "2605- HAYDEN" GARAGE BlV/ING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 tWH E BKMIDIV. ee LOT ABBOTT PARK LOT #38 BLK #12 11PROJ=T# 04181.000-38121 moDEla 4EHB "2605- HAYDEN" GARAGE BlV/ING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 tWH E TE•1 2V-2" 3'-6" 8'-0" 5o I "-I TOP OF SLAB boo 4" CONC. Iw— wa SLAB I 3 4 I 1.1 1.1 .1 1118'-4" 2$ i 4" PVC I,i/ CHASE 11 m I T� m m rn SLAB ii 11I 00uj i n I 20'-5" 7'-5" I i LL ,pn 1 CW-12x12 r l U a L 1— 111� 6 i t Ito F-21124 o i i 1.1 ujiCWC-12xi2� II — —I I — LLJ c- (� y Q to I U11 (i I m UP TO 2ND FLOOR(FIELD a ii W VERIFY I (T— ^u 8 EXACT LOCATION) x 1 5 O ? 9,-5„ 91_3,, 0 4 1 to I N #3 TRANSFER STEELI I O I 24" O.C. MAX h SIM. v I I aQ 1A 2 MIN"FIN. ELEV. FIN. CONC. SLAB I I Ie IoI c 4 I� L — FM-18x18— Im 4 4 4 v r w 4" CONC. FM-16x18 m I $Lu SLAB L-— — — FM-12x18 Y FOUNDATION PLAN SCALE: 1/4" - l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'4% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW7DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MINDICATES #5 BAR, MINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 " 30", #6 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm - 2,000 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS Sx6 W1.4xW1.4 OVER GENERAL 31/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-12x18 17' CONTINUOUS 16' - (2)#T _ (+)0'-u' FM-l6xl8 16, CONTINUOUS 16' FM-20x18 2W CONTINUOUS 16' - (001'4' FMC-16x18 16" CONTINUOUS 181, - - VARIES CW-12xl2 17, SEE PLAN 12, - s - (+)0•.0 CWCA202 17 SEE PLAN 17, - s - VARIES F24x24 24" 24" 12' (+p-p TE-1 8" SEE PLAN 8" - s (-xg 1 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744076 wwwabdeWgngroup.com AA #: 0003325 fu W�Y SVHDIV. a LOT ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.006-38121 MODEL 4EHB "2605-HAYDEN" GARAGE 9WINO: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. 15 20 DATE: 02/05/21 DCALE: 1/4"=1'-0" SKEET s1 3a' MIN. EACH WAY C wa HIC FOOTING = }} . °CELL STEEL REINFORCING IN GROUTED `" 1, STEEL REINFORCING IN GROUTED SEE PLAN FOR SIZE AND 6 IL� CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS c nFM p- SPACING REQUIREMENTS U cl)RECESS - ..{{-- GARAGE DOOR 0 N Q °O g7 Z iD 8" CMU WALL i, W CMU WALL Z >I I CORNER BARS, SAME SIZE AS LARGER BAR FOUNDATION WITH SIN LEG EACH W W B" i•. °'S ° W WAY AT ALL CHANGES IN DIRECTIONS LLI L=� N 0 Af +- p•-0•• TOP OF SLAB TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR " " ° EXT. PORCH SLAB W11171 SEE SLAB SCHEOUIJ? BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) #3 15" - % EXT. PORCH SLAB • -VARIES°i SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1-STORY) I>I� li a o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' �;p, MASONRY UNITS SET AT ELEV: SOLATION JOINT (WHERE ' S" CHAMFER (2-STORY) #M 24' W/ 1/T ISOLATION B' CHAMFER (2-STORY) .. ��(((rrr 0•-p• APPLICABLE) Z SEE SCHEDULE #5 �" JOINT (WHERE APPLICABLE) o r. EE SCHEDULE Z 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR MD, BAR SIZE „ FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST [v AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #T 47, EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0 2EXTERIOR SCALE:34"=1'-0 CORNER BARS DETAIL %1 DOOR OPENING cLD GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3l4"=,'-0" (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL LAP TOP PLATE A MIN. OF 49' 0 8"CMU ILMMON U) NAILS, 2-ROWS * 4" O/C BTM. VERIFY HEIGHT 0_ #4 REBAR 024" O.C. ® CENTER OF LAP TO OCCUR OVER STUD OF WALL W PLAN W� g SLAB Z ¢� Z w 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 5, I PLANS FOR SPACING. SINGLE I O R NEW REINF. BAR SECURED W/ 2- PART a g STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY 2" CAPPED I EPDXY, MIN. EMBED GAL ZEPIPE GALVANIZED g 8", UNO 0 FOLLOW ALL MANF. NAIL 16" O/C STAGGERED. ADDITIONAL METAL jp SN I 4" CONC., REINF. W/ AN E BASE SPECIFlCATIONS FOR Q CONNECTORS NOT F - ` '1 kS' #10 WWM ON I = 06 USE AND I REQUIRED WHEN NO 2 y 6-MIL POLY ETHYLENE F- PREPARATION OF y w UPLIFT IS PRESENT. _ W ¢ VAPOR BARRIER ON I1• -� WELL -COMPACTED HOLE, Z cr SEE SLAB SCHEDULE > ... CLEAN FILL TERMITE SECURE FLANGE TO 1 TREATMENT SHALL BE SLAB WI(4) 1l4" X 2114" BORA-CARE TAPCONS TOP OF SLAB Ij QQ? Q' a I e(2) CONT. #4 REBAR 14 4" CHAMFER (1STORY) + '�= •�-•;�-�.- . F S' CHAMFER(2STORV) a (2) #5 REBAR ON CHAIRS ,T MIN. DEPTH INTO Z 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. EE SCHEDULE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL FOR WXD, BAR SIZE AND BAR QUANTITY SLAB HEIGHT LESS THAN X-C' �U PER PLAN ADDING BAR TO CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION CALE (DINT�ERIORFOOTING (NO UPLIFT) W/ BLOCK WALL 5 SCALE:34"=1'-0' V SCALE:34"=1'-0 1 A SCALE: 3 4"=1'-0 LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" 01C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP NO2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL TOP PLATE 1S' O/C STAGGERED. GQ m L) ADDITIONAL METAL CONNECTORS NOT 1 REQUIRED WHEN NO 4 f0 Z 8'CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 'Q •, 5" CMU FILLED CELL (TVP.) m oi, 2 °Ti +- 0, TOP OF SLAB +- 0,-0„ q TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING J//^� �� "" , Z �q• " +- 0'-0' 1/2" DIA SIMPSON ST82 BOLTS 5' � SEE SLAB SCHEDULE Ly�� a . BAR SIZE 48 BAR DIA. > a TOP OF SLAB a• MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXT.PORCH SLAB 4" CHAMFER (,STORY) #S 11, ih OU W/ 1/T ISOLATION 5' CHAMFER (2-STORY 15' O.C. VERTICALLY MAX JOINT (WHERE R4 24" APPLICABLE) Z MATCH STEEL #S 30' SEE SCHEDULE &" PVC CHASE N REINFORCEMENT PER SCHEDULE N6 39• 5' PVC CHASE THRU FOOTING FOR WXD, BAR SIZE THRU FOOTING #7 47' AND BAR QUANTITY SEE SCHEDULE MATCH STEEL REINFORCEMENT FEB E B INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE 1 9 scALE:3/4"=,'a' (NO UPLIFT) BLOCK WALL CONNECTION OOTING Sp� CALE: 3M' =1'-0" 11 SCALE:3/4"=1'-0" Ii N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdosigngroup.com AA N: 0003325 I fill eUnDLv. as LOOT: ABBOTT PARK LOT #38 BLK #12 PRO ' 04181.006-38121 M0DELa 4EHB "2605— HAYDEN" CIARAOS EWtNC: RIGHT PACE: DETAILS 60 AH FE FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-T I N. RONALD REAGAN BL LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngfoup.com AA N: 0003325 V g 9L7HDIV. ds Lo"; ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.006-38121 MODRU 4EHB "2605- HAYDEN" GARAGE 8WENG: RIGHT PAGE: IRST FLOOR DOWEL PLAN 60 MPH EXP. TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ 10" HOOK e e GROUTED BOND BEAMi VARIES PER ELEV. Z — � • o. g NS BARS . a y� o'S I: ta'HOOK � d f �j ° - _ •� -�� ° _a CLEAN OUT REQUIRED a QFOR m INSPECTION to y� O 1 0'-0"FIN. FLR, jjII +I - • - TIE RTICAL REBAfi m .�. a To HORIZONTAL .I� ■ REBAR W/ 10" HOOK 1-77 BAR SIZE 48 BAR DIA��k • Z O N3 IS, ap ARE NOMINAL SIZESC.0 UNIT INS M U N6 30" ,30' #� 42 OFFSET METHOD CONTINUOUS BAR#3SIZE 48 BAR DIA METHOD a4 24° • O MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL k8 1. 3 SCALE: 3/4'=T-a' 1 REINFORCING L REINFORCING SCALE:34"=1'-0 � �. SCALE: 3/4"=1'-0 8 W U a NEW REINF. BAR K (/1 SECURED W/ 2- PART d IL g I EPDXY. MIN. EMBED 6 % LINO Q FOLLOW ALL MANF, 0) O SPECIFICATIONS FOR F U, ¢ USE AND PREPARATION OF Z m W HOLE. a a a ¢ a 4, STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1''-0'� FEB 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774B078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 a O MIND . eURDiv Se LOT: ABBOTT PARK LOT #38 BLK #12 PROJl�OT 04181.006-38121 MODsIL& 4EHB "2605— HAYDEN" GARAQZ 9WINa: RIGHT PALM: DETAILS 60 MPH E FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE NTH 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, 8. 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 REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8838, .177" ° x 2 7/8" LONG, WITH WASHER a 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. HEADER SCHEDULE MARK 81ZE & DESCRJ"* REMARK iQ (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 (rc IZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 Bx18 (1)NS (1)NS N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)p5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - l'-O" FE ,i N. RONALD REAGAN BL LONGWOOD,FL32750 PH:407-774-W78 FAX- 407-774.4078 vwwr.alxlealgngroup.com AA 8: 0003325 Ills chill 19 stmEry a. r,OTI ABBOTT PARK LOT #38 BLK #12 PROJWT 04181.00 -38121 MODSU 4EHB "2605- HAYDEN" GARAGE 97►DM: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 ift E)A j NOTES TO THE INSPECTOR/CONTRACTOR TYR 6L8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ED 1#5 " 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHT.L.AcE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING ��c OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 6'x16' �O 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR WI 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK �\ �'�O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. -- 1I N. RONALD RL327 BLVD. �r. BX16 DBL BOND TOP OF LONOWOOD, FL 32750 BEAM W/ (1) # 5 BAR BOND �- PH: 407-774.8078 • \Q a 4 EACH COURSE FAX407-7744078 G wwwA esigngroup.eom \r\ 8X8 BOND BEAM TOP OF AA #: 0003325 • �TG� W/ (1) #5 BAR .1j BOND BEAM t3(0r"TYPICAL #5 BAR INND BEAM I .\\AU= UNFILEFILLED WO/GROUT GROUT SOLID FROMNOMINAL LINTEL TO TOP OF BONDWIDTH # OF #5'S, IN 2NO BONDBEAM, IF FILLED LINTEL. BEAM COURSE �/c SEE NOTE 5 16-1T/1 8XB PRE -CAST CONCRETE CORNER REINFORCING OF BOND BEAM 1 SCALE: 3l4"=1'-O' 8 R p� OFF' NOMINAL—� Q� HEIGHT # OF OTS, TOP s I715 THIS ENGINEER 'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 MA1B INDICATES A DOABLE BOND BEAM AND XFXX- 1TOAOW INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEERS INTENT AND XUXX-1T/1MI081NOICATE3 A DOUBLE BOND BEAM ABOVE UNFILLED UNTEL # OF #5'S, BOTTOM PLACED IN LINTEL LINTEL W/(1)05BAR (L2) MASONRY LENGTH OF BAR - WIDTH OF OPE"'NG-2' BEAM DESIGNATION OR 2 SXS PRE -CAST CONCRETE LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS T OF OPENING AND XUXX-1TMWB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW —4 2X4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM AT LOWER ELEVATION 1/4") 8" FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" 4 a EMBEDMENT #5 BAR BENT AS SHOWN PRE -CAST 3 1t4" 2.6 (MIN 2 X 3) 2-3/16 TAPCON a. C OR DRIVE PIN (MIN SHANK WINDOW i SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 6' SLOPE a FROM EACH END AND 18" O.C. MAX. MIN 1.114" EMBEDMENT FA 2X8 (MIN 2X 3)23/16 W OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN UPPER AND LOWER MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 16' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOPBOND BEAM W/ TYPICAL MASONRY WINDOW STANDARD EA HOOK 7/16' OSB SHEATHING STANDARD SILL CONSTRUCTION CMU WALL CORNER BARS 4 RALE:11/2"=1'D" ARCHWAY FRAMING DETAILS AT CORNER STEP 5 scALE:3/a -1-0" J SCALE: r-t I SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Se a FILLED CELL BONO. BEAM a PROVIDE #5 BAR AT EACH SIDE StMDIV. ae LoT ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.006-38121 MODE>1 4EHB "2605— HAYDEN" awRwGIC STIM : RIGHT Pwaffi: DETAILS 60 M EXP. WHERE: d" = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS D e, = EDGE DISTANCE D STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROM OF NAILS A Aj ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT 7 SCALE: 3l4"=1'1Y' � SCALE: N.T.S. PDAT: 02/05/21 s: 1/4"=1'-0"" 2.1A WOODOEMM FAIrM WACM d" =2" MIN, 2 j' MAX 4-2 'MIN, S"MAX w • -1 }" MIN, 2 }' MAX 16 =2' MIN, 2 }" MAX %= 2 t MIN, 9" MAX mw ;-1 }"MIN, 2}"MAX ea = }" MIN, 2 }" MAX 4.2" MIN, 2 }" MAX a"-2 t'MIN, 9"MAX �� s =1 }"MIN, 2 }" MAX •e -t MIN, 2}"MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF THE THICKNESS OF THE OUTERMOST LAMINATION "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST i;< PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR S" PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFELOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8f8-0B 6.1T 1T 1T 1T 1TIN TYPE LENGTH PLAIN 8✓8 SOLID TYPE LENGTH WIT 8118.1T 8R0-1T MA -IT MIT V32-IT are-1B 8.1T/1 l7n 1TH trrl -1T/l W-2T e116-2T 61204r e124-2T VM-Zr &W-2r 3' 8' PRECAST 1438 8R 3114 4217 Sul 6425 7631 3'-0' PRECAST 889 1024 3'-8' PRECAST 1569 3524 4394 52es 0132 7001 2465 6113 63es 7706 9031 10000 1589 3624 4394 52es 6132 7001 4'-0" PRECAST 1085 70D 23DB 3125 3945 4765 5567 4'-0" PRECAST 514 783 4' 0" PRECAST 1383 3Des 9815 4570 5325 8078 1961 6113 7192 am 7827 8751 1363 3D80 3815 4570 es25 W79 4'-8" PRECAST 819 533 1770 2400 3033 38es 4900 4'$• PRECAST 398 591 4' 8' PRECAST 1207 250 3375 4043 4711 5379 1625 5743 7647 0752 8541 7565 1207 2707 3375 4043 4711 6379 5'-4" PRECAST 931 1247 1999 2590 3123 36M 4249 5'�' PRECAST 411 411 S 4' PRECAST 1016 low 2374 20" 3513 4084 1319 4480 7196 7342 5780 8259 1010 2276 2838 3399 3901 4D94 5'-10' PRECAST 817 1024 1831 2000 250 30a 3470 5'-10' PRECAST 340 339 5 -10' PRECAST 9D9 1499 1971 2443 2915 3387 1161 Sao yen 80es we 5776 929 2es0 � 3107 382D 4133 W-W PRECAST 692 1130 3227 3031 3707 4303 5D81 vo PRECAST 410 721 8'-8" PRECAST 835 1201 1578 1955 23M 2709 1130 3227 4598 7064 10WO 8825 8es 189 2320 2790 3251 3712 7'-0` PRECAST 570 938 2496 2205 20B 3191 3685 7'-0" PRECAST 303 534 T 8" PRECAST 718I 7781 1462 1743 2=5 938 2498 3408 4864 7067 8472 rn1624 � � � � 9' 4" PRECAST 428 693 1699 2204 2/87 2818 2821 ��• PRECAST 192 384 9 �" PRECAST 464 787 948 1129 1310 1674 2296 3D81 4099 4898 572 1843 19a 2184 2519 10'8' PRECAST 388 4e7 1247 1787 1904 21es 202e 10 8' PRECAST 151 301 10-0" PRECAST 3es 812 7es B0 1042 550 1407 1897 2781 3222 3784 504 1472 1783 1710 1969 11'�• PRECAST 330 s44 1312 1742 2262 Zees 3630 11'�" PRECAST 132 417 11'4• PRECAST 430 530 653 m m 544 1912 1742 2252 28es 3562 4es 1 1042 1372 1843 1470 1710 0' PRECAST 308 507 121D 1590 2048 25M 3191 12 0" PRECAST 111 370 12'-0" PRECAST 383 3es 470 507 m m12 507 1210 1598 20/8 2506 3171 440 940 1900 1680 1314 1478 PRECAST 2T0 433 1045 1365 1732 2167 2536 13' 4" PRECAST 82 298 13'�' PRECAST 308 303 393 484 575 045 414 1046 1365 1732 2315 2805 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 3es 978 1272 tab 19es 2279 14'-0' PRECAST 71 293 14'-0" PRECAST 279 278 3es 443 528 ese 300 m 1272 1808 19W 23es 378 717 1 961 1102 075 1133 14'-8• PRESTRESSED N.R. 45 NR NR 14'-8" PRESTRESSED N.R. 283 W-8" PRESTRESSED 246 23 748 965 4es 1079 1429 87 1824 2277 27 2712 246 8es 603 980 980 1237 1474 1715 1& 4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'�4' PRESTRESSED 22A 387 464 674 084 m 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1Tr4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 325 365 451 587 es0 300 ees 1121 1413 1730 2pp 192 We 720 501 1135 1312 19'-4' PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 Zee 346 430 M 595 235 736 9a 1200 1487 1718 186 420 829 803 950 1096 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 low lies 1466 142 373 537 m 816 943 27-V PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 116 2Z-(r PRESTRESSED 137 226 290 3a 428 497 185 550 784 m 1203 test 137 358 513 es9 779 900 24'4" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 46D 864 824 1014 1747 124 319 455 581 887 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 •1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-0078 FAX: 407-1744078 www,abdoeigngroup.com AA #: 0003325 a 3 MO aUDDIV. 41e I.oT ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.00 —38121 MODRU 4EHB "2605—HAYDEN" GARAOE 9MU40: RIGHT PAGE: SAFE LOAD TABLES 60 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) lGd x 1 M" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 24 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE A BASE PLATE OR REMARK DESCRIPTION REINFORCEENT M W0.1 4X6(3)Vkd X') SYR HTT4 WW'DIAx 5" 5/53.tA PT„ WOOD POST EXP. BOLT r--------- 1 FIRE Lg------ J 314� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD 4 DRAFT STOP �I t PRE-ENG. FLR. JOISTS n 1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS BMt TO CML SIMPSON L0UL146-M W/ TREK HD ANCF (4)Y,' x 2V SDS SCREVI FIRST FLOOR FRAMING PLAN SCALE: 1/4" m V-0" IJOIST .1 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-774-4078 wwwAbdesigngroup.com AA M: 0003325 a aUDDIV. & IAT ABBOTT PARK LOT #38 BLK #12 P1t0JWT 04181.006-38121 MODMI.a 4EHB "2605- HAYDEN" GAIeAOa 8Vf MO: RIGHT PAG10: FIRST FLOOR FRAMING PLAN 60 JRH EXPZ, Cj r n` 02/05/21 1 aCALM 1/4"=1'-0" 1 S3 ENGINEERED WOOD TRUSSE4,FAENER PLYWOOD SHEATHING, SEE 0j 24" O/C, SUBMIT SHOP"ROOFANALUFLOOR DRAWINGS FOR REVIEWSHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVALSTSCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/1010d TO {2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFAVALUFLOOR TRUSS ANCHOR WITH TRUSS AND (4)114" x 2 1/4" SHEATHING NOTE: APT SYP #2 7' x 4", (12)16d x 1 }'NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 }' NAILS TO6", W x 4'-U'MAY BE ADDED TITEN 2 ANCHORS TO DEL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON 1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED INADDITIONAL PLY MAX. TO NOTE: A PT SYP #27' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 1. x 3 }" NAILS TO GIRDER AND 6% 8" x f-O' MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGIAN BLVD. CONNECTOR BLOCK WALL W/1010d TO LONOW00D, FL 32760 WITH (12) 16tl x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)114" x 21/4" PH: 407-774.8078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407 774.4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SON LGT3SDS2S GIRDER TIEDOWN CONT POURED LINTEL W W W.BLtdBbigng_Up.com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) g'' x 5" TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3)16d J' x 2 J' TO GIRDER AA #: 0003325 GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED WI 10d TRUSSES 0 24" O/C, (2) j" x 5" TITEN HD TO CMU AND (18) SDS �' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS tx2, 2x WOOD FASCIA 3" TO GIRDER 17. O/C FOR REVIEW SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2z SECURED W/ (3) t8d AND APPROVAL GALV. COMMON NAILS. IZ) J' x 671TEN HD TO CMU AND (18) SDS *'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O,C SEE SCHEDULE SOLID, B" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS 12 OR 3 PLY) T COVER & 7' APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT=U2705 LBS (2 PLY) C ALLOWABLE UPLIFT = BB85 LEIS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL ROOF 3 1a 1b 1SCALE:3Wl'-U c GIRDER CONNECTOR(S) 6 2a 2b 2c GIRDER CONNECTORS) AL . - (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 2C GAUGE W/ tOtlxl/2 HOG COMMON NAILS. IV 0j EACH END TOTAL OF 10 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 01_0`' TO 30'4- (1) "X" BRACE SEAMS) 30-1" TO 60'-0 (3)'X" BRACE SECURE Zx8 PT. PLATE 8'-0" MAX (W/1X4) 01 "X" BRACE 0CENTER TO BLK W/ 12" DIA. (2) "X"BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' 12R 10'-0" MAX (W/2X4),, FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" ix4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 37' OC PER ELEVATION X. LVUIJOIST WITH BRACING, SEE PRE-ENG GABLE TRUSS P.T. PLATE W11�12d's 8" 8 ul PRE-ENG IJOIST BACKER BLOCK PLAN FOR LOCATION O.C. MAX 5/8" GYPSUM BOARD OR 12' HIGH b a> MAY NOT BE 6TIFFBACK (AS PER x STRENGTH CLG. BOARD iN I- REQUIRED TRUSS ENG) CONT. 2x4 SECURED WI SECURE -JOIST TO TOP PLATE (2) B I S EACH TRUSS O TO BE INSTALLED W (2)12d TOENAILS BTM. CHORD OF 10'-(Y' O.C. MAX. WOOD ROOF TRUSSES DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH SEE SCHEDULE FOR 214 OR 2.6 WOOD BEARING MIN. T' EMBEDMENT BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE TO SLAB & (18)16d x PLANS FOR SPACING. SINGLE 2-12' NAILS TO POST., 8BiE8 BACID &M TIW_ 4500 3/4" WOOD PANELS 6000 (2)12' WOOD PANELS 60 (2) 12' WOOD PANELS 90 12K LUMBER sew BACI®i loom BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12' GYP. WL. BD. POST TO SIT DIRECTLY ON SLAB 4• - 1x4 BTM. CHORD BRACING 6'-9' 0/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-0' O/C MAXSECURED WI (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP. /"� RTM In RRACINr. %1 BLOCK WALL W/ GABLE END 4500 3/4" WOOD PANELS 8000 (2)12" WOOD PANELS 60 (2)12' WOOD PANELS 90 2xLUMBER ° • • . ' ': ' ° 6 —... _ SCALE: 3/4"=1'-0" _ .. — ! SCALE: 3/4"=l'-O' PRE-ENG D TRUSS LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" %,11-JOIST CONNECTION @ L.B.W. 6GALE:3/4"=T-O" (NO UPLIFT) 24° 24-MAx. W/I.1013T 8" MAX. SPACING END w/I-JOIST TYR TYP P. SPACIN9 NMX MAX MAX S E FRAMING PLAN NO OF LEDGER 80. "T THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4•D U, HOLE EDGE-SN' HOLE DIAMETER if7 EXP. ( 2x8 SYP P.T. BmT/J-SOLTLw 2' L DGER BOARD WASHER&51/t TO BE USED MIN. EMBED. (TVP) WITH "JOIST LU FRGE 2X12 SYP P.T. W E ROGER BOARD TO 1.ENSURETHATEXP. BE USED WITH WOIST BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS BALL 3/CT/J . BGLT/��LTV�= WASHER &51/7 MIN. EMBED. (TVP) USED SO LONG AS THEY CONFORM TO THE FOLLOWING aysD eo L.OT: ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.000-38121 MODULA 4EHB "2605— HAYDEN" GARAGE 9WDfQ: RIGHT PACE: DETAILS (I -JOIST) 60 H EXP. < 2/5°13 SGL. STUD AROUND BOLT, FRONT OUTER 1/30F 2. SPLICE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY LEDGER SHOULD LAP A MIN OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS A - SIMPSON tUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. Z 4-0". 2: HOLE EDGE >516' EMBED (14) 10tl GALV. COMMON NAILS TO HEADER FL#17241 So � 3, ALL BOLTS TO HAVE WASHERS � � � EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES 4. EXP. BOLTS/J43oL73 SHOULD 12) 2X12 AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND B -SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. NOT P. ANY CLOSER THAN 6' SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 Z O/C. i THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO C - SIMPSON MIU3.56/16 G < 29M LBS, U < 210 LBS WI (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT a° 2 A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10m(1-12' GALV. NAILS TO JOIST (2) 2X8 CONTACT (REAR LEDGER) WITH REA7 R FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE FL#17241 SYP PT CMU REQUIRED TO BE P.T. LEDGER SUBJECT TO F1 AND F2 FORCES. I M1-CIMR- W I.CT711Dr<Al-RC II<1A1DI RCWIfA\'L°"^ W FJi(ll TILA(NT S' 1 J BTM. HOLE DIAMETER PLATE < 3/5°D DBL. STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FU25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS Wl (8) 34' WEDGE-BOLT/J430LT, 5" MIN. EMBED 16d GALV COMMON NAILS TO HEADER AND (2) 1Odxl-12' GALV. NAILS TO JOIST FL#17241 FLOOR JOIST LEDGER SCHEDULE A. NO MARK SIZE BOLT S1ZE E1DSPACINO CENTRALBPACINO A DOUBLE SYP 2x8 12' 8" MAX. 24" O/C MAX. B DOUBLE SYP 202 (2) 314" 8" MAX. 24" O/C MAX. WOOD LEDGER DAB 02/05/21 STUD NOTCHING ATTACHMENT DETAIL 11 ALTERNATE MATERIALS 8CAL.E:1/4"=V-0" AND BORING LIMITS 6DALE:3M"=l'-D I -JOIST WOOD LEDGER DETAIL scALE:34"=1'-0" eL1EET 8 scALE:112'=r-r' 1O SCALE:3/P'=l'-0' S3. IA SIMPSON H6 W/ (8)Sd COMMON NAILS 2x STUDS SIMPSON HS WI (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPHS BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HOG NAILS WALL / FLOOR FRAMING, WOIST PARALLEL TO WALL 2 SCALE: 3 4"=1'-0 .3".- #8 WOOD SCREWS 1 x 7' LONG ® 3' O.C.; STAGGERED OFF = CENTERLINE 3/4" AS SHOWN 8" CMU WALL 1 REINF PER PLAN PER ELEVATION4 C1 — SCREW PATTERN 0 yJ�p IJOIST (SEED= m0= �L�I FRAMING PLAN) K'- PER EL (2) 2x4 P.T. WI DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. a 1T O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3/4" 1'-0 #B WOOD SCREWS x 2" STAGGERED C AS SHOWN 1 DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 1N631A. 1 CMU WALL REINF PER PLAN PER ELEVATION 4« �r SCREW PATTERN 00 Kw PER ELEVATION 24" M IJOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS Q 17' O.C. 1 X2 FIRESTOP SECTION DETAIL AT I -JOISTS PARALLEL A TO EXTERIOR RIOR WALL SCALE: 3/4"=1'-a' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 f�\\ 2X4 DIAGONAL BTM. CHORD P VA BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRL=TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH W/ 1/2'DIA. ANCHOR BOLT W/7' A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x8 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B -(2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2X6 WOOD BEARING WALL W/ SYP Na 2 STUDS SEE CONNECTION FLk17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. O• AND TOP PLATE ANCHORS W/ 1IL x 1 COMMON NAILS SECURE BT. PLATE TO SLAB W/ ZZ {r. B CONS. 2x4 SECURED 0d's ®EACH L H FILL ALL HOLES, DO NOT USE 10d x 3' IIZW' WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH � {� TRUSS/WOOD POST CONNECTION LED 0 TRUSS TO BE INSTALLED 10'-0" O.C. MAX. EPDXY 5-1Z EMBED. MIN. 0 16' 1 Oa 10b 1 Oc OC MAX. SCALE' 3l4"=1'-0" GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL 4- TRU88 TO POET CONNECTtoN SCALE: 3/4"=1'-U' e 4• A-SIMPSON MTS-12 U: 990 LBS W/ (14)10d GALV. NAILS. !t B-SIMPSON HTS-20 U 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PI YSIMPSON VGT/HDU4 U e 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10)14' X 2 1R" SDS TO POST TRUSS CONNECTION L.B.W. PM TO 8LAB CONNECTION 9a 9b SCALE: 3/4"=1'-9' A&B - SIMPSON ABU44Z POST BASE N:1,900 G5,660 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 8" EXP. BOLT C - SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1/7' NAILS TO POST. M N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com AA Y: 0003326 2Wf 4 aUNDM e& TAT: ABBOTT PARK LOT #38 BLK #12 Pnon=T 04181.000-38121 MODEX& 4EHB "2605— HAYDEN" GARAGE BVMCG: RIGHT PAGE: DETAILS (I -JOIST) 60 MPH EXP. I VTCR SPACING (1) AT EACH END I� VTCR AND 6-0" O.C. MAX. Lj 0 SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION � scaLE: N.T.s. FEB d N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407-774.8078 FAX: 407-7744078 www.abde*W$roup.com AA N: 0003325 94 AN avBDTv ae Lo1`. ABBOTT PARK LOT #38 BLK #12 P1tojw 04181.006- 38121 WODSL: 4EHB "2605- HAYDEN" GARAaa BWn4G: RIGHT PAGIM DETAILS 60 WH W. FEB SECOND FLOOR DECK PLAN SCALE: 114" - T-0" • 1441 N. RONALD REAGJBLVD.LONGWOOD, FL32PH: 407-7T4-60FAX: 407-77440www.abdaslgngmuAA N: 000332 $ 1s r a BVHDiV ee LOT: ABBOTT PARK LOT #38 BLK #12 PROJECTIP 04181.000- 38121 MODZU 4EHB "2605- HAYDEN" GARAGE 9VnNo: RIGHT PADS: SECOND FLOOR DECK PLAN 60 H EXP. 2021 DATE: 02/05/21 aCAL.S: 1/4"=1'-0" aiISST S4 FEB SECOND FLOOR DOWEL PLAN SCALE: 114" - V-0" • 144i N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 F AX: 407-774-4078 bdosigngroup.com A M: 0 0033266 mill ABBOTT PARK LOT #38 BLK #12 PRO"MTIP 04181.000-38121 MODEIA 4EHB "2605- HAYDEN" GARAGE BlWTPiG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 W EVR. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' " x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE.SCFUPnON 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 / 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 (rc SIZEREMARKS REINFORCEMENT STIRRUPS BTM. ET.P MID SIZE SPACING BB1 MASONRY 3000 axla (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)e5 WA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES I.X ------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" FEB 1 11 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 M s0 mo >lUDDIN. Ae L o ; ABBOTT PARK LOT #38 BLK #12 PROJECT 04181.006-38121 MODEta 4EHB "2605—HAYDEN" GARAGE BWDM: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLA 60 H "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR W PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFELOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M46 16-1T 1T 1T 1T 1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH IT N78-1T 82D-IT 824-1T MIT N32-IT N818 strn 1T/1 1Tn 1rn 1rn Neer Nte2r erm2r e24zT grlazr er32aT 3'�" PRECAST 1438 852 3114 4217 5321 6426 7531 3'�" PRECAST 889 1024 3 ' 6" PRECAST 1560 3524 4394 5283 6132 7001 2465 6719 OM7708 9031 10000 16N 9624 4994 b289 8132 7001 4'-V PRECAST 1065 700 2305 3125 3946 4765 507 4' ' PRECAST 514 763 4'-0• PRECAST 1303 3o60 3815 45M 5325 e079 1961 6113 7192 8624 7827 8761 1363 3080 3815 4570 5325 8079 V-W PRECAST 819 533 1770 2400 3033 30M 4300 4'$" PRECAST 398 591 4'$" PRECAST 1207 2582 3376 4043 4711 6379 INS 5743 7547 8752 8541 7586 12D7 1 2707 1 3375 4043 4711 5379 V-4" PRECAST 931 1247 1999 250D 3123 36M 4240 5'-4" PRECAST 411 411 514" PRECAST 1016 Iwo 2374 2944 3513 4064 1319 4400 7196 7342 5780 6259 1018 2276 28M 3399 3961 4084 5'-10• PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10' PRECAST 340 339 6 -10• PRECAST ON1499 1971 2443 2015 3387 1161 3693 6677 OM8548 5ng 920 2080 2593 3107 3620 4133 8' 8" PRECAST 892 1139 3227 3031 3707 4363 6061 8'$" PRECAST 410 721 6'$" PRECAST 835 1207 157E 1956 2332 2708 1139 3227 4598 7054 10000 8825 am lase 2329 2790 3251 3712 T8" PRECAST 570 936 2496 2205 2808 3191 1 3885 T$' PRECAST 303 534 T$" PRECAST 710 900 1181 1462 1743 2025 938 2498 3408 4854 7067 6472 727 1624 2025 2426 2827 3228 9'-1" PRECAST 428 833 1503 2204 2481 2816 2021 9-4- PRECAST 192 384 9 4" PRECAST 454 596 787 on 1129 1310 an 1674 zm 3DeI 4009 4899 572 Isis 1843 I9e9 2184 2519 10' 8" PRECAST 388 467 1247 1707 19D4 2163 2028 10' 8" PRECAST 151 301 10 6" PRECAST 356 468 012 755 age 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 IM 11'-4' PRECAST 330 5" 1312 1742 2252 20M 300 11'�' PRECAST 1 132 417 11'�" PRECAST 430 406 530 653 m 872 644 1312 1742 2252 2888 3652 468 1042 1372 1843 1470 1710 12-0' PRECAST 308 507 1210 1506 2048 2586 3191 12-0" PRECAST 111 370 12'-0• PRECAST 383 380 470 567 898 783 507 1210 1598 2048 2588 3771 440 940 1300 1580 7974 1478 13'�" PRECAST 270 433 1045 1365 1732 2157 2536 13' 4" PRECAST 82 288 13' 4" PRECAST 300 303 393 484 675 645 414 1045 1365 1732 2316 2505 Ee 780 1057 1312 1071 12D3 14'-0' PRECAST 254 968 976 1272 Iwo 1988 2279 14'-0" PRECAST 71 293 14' 0' PRECAST 279 278 300 443 526 809 Eo 978 1272 1006 1950 2399 378 717 961 1192 975 1133 14'-8• PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 283 14%r PRESTRESSED 239 422 506 an 746 665 458 1079 1429 1624 2277 2712 292 gE 1297 1474 1715 15'�' PRESTRESSED N.R. NR NR NR NR NR NR 15�" PRESTRESSED N.R. 252 16-4' PRESTRESSED 22♦t 387 464 574 084 799 412 1014 1940 1703 211e 2513 230 818 90e 1134 1359 1572 1T�' PRESTRESSED N.R.NR NR NR NR NR NR NR 1Tr{• PRESTRESSED N.R. 183 1TrF' PRESTRESSED 197 326 365 451 587 Sao gag 1121 1413 1NR 2047 506 720 501 1195 1312 19' 4' PRESTRESSED N.R. NR NR NR NR NR NR 19 4' PRESTRESSED N.R. 148 1W-4" PRESTRESSED 182 2e8 318 430 513 695 235 73a 959 1200 1487 Me 18e 421 82,9 am 960 1098 21'-4• PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'4" PRESTRESSED 142 219 306 381 464 527 180 598 839 103e 7188 1488 142 373 537 NO 818 943 22'-W PRESTRESSED N.R. NR NR NR NR NR NR 27-V PRESTRESSED N.R. 116 22'-0" PRESTRESSED I37 228 290 359 428 497 185 550 784 902 1203 1361 137 358 513 we 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0' PRESTRESSED IN 174 245 302 302 380 418 I29 450 e54 824 1014 1147 124 3I9 456 887 793 - ALL VALUES TAKEN AS THE LESSER FROM *SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744070 FAX: 407-7744078 wwwabdosigngroup com AA #: 0003325 mm sVBDIV. A LOT ABBOTT PARK LOT #38 BLK #12 P1tOJECT 04181.00 33'41 MODELS 4EHB "2605- HAYDEN" GARAGE EWING: RIGHT PAGE: SAFE LOAD TABLES 60. E FEB112021 /w I AR NO 93M DamT ATZ: 02/05/21 SCALE: 1/4"=1'-0" MiEr.= S5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE NTH 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 REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER 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 T-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT Nro-1 4X8 (3 )Qk5 X') SYP. HTT4 W/5/8" DIA x S' 5/S3.1A PT., WOOD POST EXP. BOLT I 1A CJ1 I 1 Ile I ROOF FRAMING PLAN SCALE: 1/4" = 1'.0" i441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA N: 0003325 a BILTSDIV. ea LOT ABBOTT PARK LOT #38 BLK #12 PROJECT 4181.006-38121 MODMss 4EHEI "2605— HAYDEN" GARAGR SMMO: RIGHT PAOR. ROOF FRAMING PLAN AND NOTES 60 MY9 E D � 02/05/21 >sCALR: 1/4"=1'-0" WMET s6 w as © •ice ��i� JJ _•• •®O♦ r r 11 .ii i ii i xJ i iJA®.444�� '®• O 4' � O 7LYl 4� x •©r ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (40M).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS Of IN 4 OF GABLE END. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 71h EDITION � ACI 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402I602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 201E ASCE 7-16 AND ABC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOVM. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RINGSHANK 21/2' 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS 3 8d RING SHANK, 2316' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAIL. RSRS-Ot RAFTER OR TRU55 ROOF SHEATHING EXTERIOR SHEATHING cc77 2 USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" 9 Q O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND SC RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHMENT SPACNG NOTE. GASLES-DROP GABLE END & (1) ADD'L DROPPED ZONE 1: tOd NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/BLOCKING ZONE 2B, 2n, 2r: 10d NAILS G 4" O.C. ON EDGE AND V O.C. IN FIELD 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: tOd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS G 4" O.C. TOP & BOTTOM EDGES fJ Q ` z W ZZY U ��/ Y W Q Z . Q O Z O ¢ D: to . TIP. EXT SHEATHING A77ACHMENT D ZW Zwc0 w 1. RING SHANK GUN NAILS Y D SEE "ROOF SHEATHING ATTACHMENT' cJ TABLE FOR FIELD SPACING ZN O J\ Y .S EAT NG ATTACHMENT FOR STRUCTURAL ROOF SHEATHING W o #8 7' DECK SCREWS G 6"0 O.C. MAX 0 rYi W EDGES & 12' O.C. MAX IN FIELD. UNTHREADED x D SHANK TO EXTEND BEYOND THICKNESS OF W 00 SUB -FLOOR SHEATHING) to TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS ALL AGGREGATE USED IN CONCRETE SMALL CONFORM TO ASTN C33031A MAXIMUM4AGC4EGATE SIZE SHALL BE 3W. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON-BFARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W PROVIDE 64A. CONTINUDIIS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABS-01HIGROU A INHERE INDICATED ON DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SWILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATE$TOP PLATES BRACING LEDGERS BLOCKING CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF ELASTICITY - 1,400,ODD PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A SORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED WI DOT SWILL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 21 STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #Nl. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATE$ SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AlOSMA1G84M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. D O NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND MANUFACTURED FROM STEEL T WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. O REBAR SHALL BE ASTM A815A815M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A81S ND SHALL BE HOT -DIPPED GALVANIZED. A A MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADEE A, A, AND GRADE BO IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH T"DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:W,, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pd BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED - 20 pef TOP CHORD —oncumnt REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38" WOOD TRUSSES. 10 pd STM CHORD -Donco cum t 05 BAR - 30' #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 Be: 1980. psf TOP CHORD pd TOP CHORDPRALT (7 ASPHALT SHINGLES) (1 pd w/ No GYPCRETE) (7 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL 8E INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p 10 pat BTM CHORD 5 pd BTM CHORD Pf B THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WINO UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pd WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPUCES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED=100 MPH 3-SECOND GUST (ASCE 7-16 (FSC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10paf. UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20Ps1 , HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) AND DECKS: 40pd, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER VEHICLE GARAGES: 5W,, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pd, STAIRS: 40pef SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOI BEARING PRESSURE OF 2 000 FOOTING E l pd, EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST BS%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1567. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI OEGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMT PROPOSED NIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED S 4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHAII COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94CS4M OR MEASURING, M%ING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TNESTAMPED WHEN CONCRETE IS SATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R 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 MMUTES, THE CONCRETE SHALL NOT BE PLACED. ITSHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SK4LL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATKINSr B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER 1-IfT FOR 45AND SMAUER T FOR M PND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SUBS, WALLS AND JOISTS i-Irr FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SWILL 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 Wr COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF r TO IT. 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 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy - 36 km FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 IW. STRUCTURAL PIPE SHALL BE ASTM ASTA53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER gPPLIOgTON &n TYFE 9Pg0NG RELIARN9 APhI . 9D:E TYPE SPADING RENPAK9 1 PTIU I4GTO CA9EHgRpENEDCOL OAFAGEOOOR Bdx( IN'dA TAPCON Mg90NfTY B'OIC tt?EMBED, 1'EIO pST.. MASONRY/WING. NPILt tIl LONG. YOC To MASONRY/CONG NO WASHER FASTENER IIYY'EDDEd9i. .D.AL. EXT.DdJR3 USE NARCENEDCDL 8'Ox: M1N00M1➢OM/FASTENED OMAGE DOOR SICK I d0. W1 EXPANSION BOLT 31'OIC 1'EMBED..Y1—DIET., ix PT, SEE NOTES NVL11?MONO. 9TPOOERED INTO MABONRYM/JNC. TO MABONRYAXINo WPSHER YEDOE W vnNDD.Y BUCK c>sE HAROENEocaL adc WINOOWDODL FASTENED METALeTRPPTO CONTACT THIS ENGINEER FOR SPACING tx PT, SEE NOTES WUL 111Y'LONG. WAGGEAED INTo MA90NRY,=m —'I— REQUIREMENTS Exr. SWING WOR f43NedA TP➢:.OK Ia OR; /1?EMBEp,BEND. WN-BEgPoNG WOOD I/l E%PPN910N 1'7N I-EM �I-� BUCI(tx PT, BEE NOTES NO WASHER FA9TNER 08r.1 tYl EDGE d9T. WALL TO CONC. BLAB W/WASHER BOLT daT., 9'EDOE d9l. L Pf WIN�W& 0.19a'PAFx]1e' p- YENDDST..I1 PT TO STEEL COL, BEE W,I WASHER 9TAo0ERED EDGE dST NOTE e NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. z 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774607E FAX: 407-774-4078 www.abdesigngroupcom AA #: 0003325 BRlg yy� > tl8DIV. Be LOT: ABBOTT PARK LOT #38 BLK #12 PFlOJECT 04181.00 —38121 HIDDEL: 4EHB "2605— HAYDEN" GARAGE award: RIGHT PAGE: DETAILS 60 MR EXP 15 DA IL, 02/05/21 SCALE: 1/4"=f-0" axEET S NZ