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HomeMy WebLinkAbout7403 Sail Clover Ln,AV 99 2260-3EEB-ELSTONI 99 9 HOMES ALL WORK SHALL CODES FLORIDA $COMPLY WITH PREV NATIONAL ELECT UILDING CODE AILIN AND THE CITY RIC CODE ORDINANCES OF ZEPHYR41LLS t .- C -r y OF DATe AUG Q 8 2022 12602 TELECOM C>RIVE, TAMPA, FL 33637 7el: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nM= gj/M,= COD& MWOMAl„ ABV. ABOVE IAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 f TEL: 813) 740-9720 FAX: (813) 740-9715 I� �y •fl III Y1lln/!� (2m) -�• 1ACAL AND 8lA7E •� -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Valc=12 MPH Ij =124 MPH -EXPOSURE- C -1-STORY RESIDENCE - _2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL A/C AIR CONDITIONING LUM. LUMINOUS AAIN ALTURNABTE MFR. MEDICINE CABN[ANUFACTURER AMP. AMPERAGE MIN MINIMUM BD. BOARD M.T. METALTHRESHOL.D CL CENTERLINE MTD MOUNTED CAB. CABINET MIL. METAL CLG. CEILING OC. ONCENTNOT TO R CON CLEAR O.C. ON CENTER CPT CONCRETE PL PUS14 BUTTON CPT. CARPET P.B. PUSHHUTTGn C.T. CERAMIC TILL PH, PHONE D. DRYER PLT, PLATE DHL DOUBLE PLYWD PLYWOOD D.O. DUALTPR. PAIR cwAi 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION 0uI2M °1D 5ET ISSUED PG Cl-COVER SHEET PG GN- GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AlA-STAIR SECTIONS & DETAILS PG A2-SECOND FLOOR PLAN PG A3G-ELEVATIONS 'G' FRONT & REAR PG A4G-ELEVATIONS 'G' LEFT & RIGHT PG Ei-FIRST FLOOR ELECTRICAL PLAN CW2/6 eon FIBC UFVATE 02A'+AI6 STONE ELEvATIONS ADDED m/Rsne CONSTRr-TICN DOCUMENTS ISWED mA6A7 FOOTING REVISION PER M. DOILES o5n4/r INCOFd�ORATE I•JOIST DETAILS 4 FRAMING PLANS PER M. Boa" 01UI5 CONSTRUCTION DOCUMENTS RE-1581ED m6//4DN5 BOLLARD DETAIL REVISED AND STATE CODES DO.. DIAMETER ER P.T. PRESSURE TREATED PG E2-SECOND FLOOR ELECTRICAL PLAN DIM, DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP, DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DETAIL U RM. ROOM DTL. DETAIL R.O. ROUGH OPENING DW DISHWASHER S.C. SOLIDCOREEXTDR dA6/15 DETAIL- 'ADDING EAR TO BOND °FAIN' ADDED TO 812A PG Pl-PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT SQ. 1 �IR{AI �• CAws m/B/19 TRUSS ID-9 ADDED TO FRAMING SHEET mnsns PL,wMAINrENaacE 15T FLRUVING wT ea FT. 040M F EV16ED LWEL SIZE 0 ENTRY ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDAp 32750 Tel: (407) 774-SOTS Fax: (407) 774-4078 2ND FLR LIVING 1,53 Sa FT. TOTAL LIVING 2,260 SO. FT. GARAGE 493 6aFT. ENTRY 64 Iba FT. TOTAL 2,111 SO:. FT. 8k10' PATIO Em SQ FT. EA. EACH S.D SMOKE DETECTOR ELEV ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHE. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. E ERIOR SHWR. SHOWER F.G1FX. FIXED GLASS S1M. SIMILAR F,D FUBEGAS SL SLIDING FIN. FINISH SL OL SLIDING GLASS FLR. FLOOR STD STANDARD FLUOR. FLUORESCENT SWS SHEAR WA L FR. DR. FRENCHEIOOR SECTION ITO. GAUGE TEMP TH" K REDGLASS GAR. DISP GARBAGE DISPOSAL T.O.0 TOP OF CURB O.F I. GROUND -FAULT CIRCUIT TOP TOP OF PLATE INTERRUPTER T.O.S. TOP OFSLAB GGLASS TYP. TYPICAL L. PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 04/26/15 UPDATED LEDGER SOLT61ZE45PACING 064M ADDED LED LIGHTS • KITCHEN 4 BATHROa S FER MAW BODIES �M LEDGER DOLT SPACING REVISED Wleft ADDED SOD LAYOUT woo REPLACE USP CONNECTORS uITH 6PP60N CONNECTORS O3AD5120 REVISED DETAIL ON "ET D2 OPT. V-0' CLG. HAT. REVL�ED STAIRCASE AND STAIR SECTION DETAIL O(!AT/2® PANTRY DOOR REVISED TO 2 b OPT. 8'•C CLG. NOT. q/pyj, 2020FBCUPDATE STRUCTURAL SHEET DESCRIPTION GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. NOSEBB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W WASHER HGINOR HE HEIGHT W/ WITH SUT. L INSULATION WD. WOOD 03mnI ADDED SOFFIT DETAILS PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.1B-DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR NT. INTERIOR WOW. WINDOW W/H WATER HEATER PG S3.2A-DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S4-SECOND FLOOR DECK PLAN PG S4.1A-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRI N/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG S6-ROOF 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 PG SDI -SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SST. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.77"078 FAX: 407-774-4078 www.abdeslgngroup.00m AA N: 0003325 m mm aUDDIV Nk LOT^ ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C PMOJWT* 04181.04C-23121 MODR L: 3EEB "2260- ELSTON" GAXAGM OWDFO4 RIGHT PAGIC: COVER SHEET 160 MPH EXP. C L \-M NO 9W M A D 10/26/21 aCALM: 1/4"=1'-0" MEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE MATH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWNGS 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 Z 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/BINCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.8: 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILLAT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) S. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES SU ES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' Tamm 1. ALLWOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR UGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. 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. S. WALL SHEATHING SH ALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND TH E MINIMUM AREA SHALL BE 8 FT .SQ. PLItalm 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH ''/2'AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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 E1(iERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, '/" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, la' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C106319a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C 1063 - 19a AND R703.7. FIRE RESSTANT 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. EXTEROR CEUJNCNi 1. EXTERIOR CEILING TO BE 1l2" 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 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . C0N67RUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THATAB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTE17" SOFFrtB 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TOBE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21(CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 w .abdasigagmup.com L AA #: 0003325 , oa � s 8i g a d o 73 Lo aUMIV. Se LOT. ABBOTT PARK LOT #23 BLK. #12 PHASE:4C PROJECT* 4181.04 - 312 HODaIt 3EEB "2260-ELSTON" GARAGE AWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DA 10/28/21 aCALE: 1/4"=1'-O" anz= GN i•� 4 o �1 L1 LI �V o •% -J �. a HALF STAIR DATA 0911E ��: 091111111!0 = . - '.. —STUDSo �• GARAGE �•'. c a"o o'IIIo 0 o•, ot : ;•_: ;lot �• OR o',!:t:! o % FIRST FLOOR PLAN SCALE: 114' . 1'-0' nununnnni SQ.FT. CALc. S 15T R.R L WING 901 SQ. FT. 2ND FLR LIVING 1,353 $a FT. TOTAL LIVWS 2,260 SQ. FT. GARAGE 453 SQ.FT. ENTRY 64 SQ. FT. TOTAL 2,111 SQ. FT. S.ff PATIO 80 W. FT. 101NI1 201E 1101fNMDiMB RlWlfi MIDTIM NOIYFE FOOTAtE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING IB 5 36/-41 DR. MIN. CRITERIA S:GD. MIN. 41 5 34/-43 CRITERIA 1601E O.FID. 112 5 31/-35 12'x12' SOFFIT 1 5 313/-49.9 BASIC BIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 22'-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. CD nRaL axia /Y/Y2I NOTE: -2-6 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE $HALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN Lq'02.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES DEMEAN HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Yl5.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL$, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. I'll 2020 ITTH EOJ 302.1 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.win AA 8: 0003325 q 9 1.4111, ll, Al i.LLLJ 2lUDDIV. Se ABBOTT PARK LOT #23 BLK #12 PHASE:4C PIROJMCT* 04181.04C-23121 MODZIA 3EEB "2260—ELSTON" 0A2iAGZ NWIIJG- RIGHT PAGIC: FIRST FLOOR PLAN 160 MPH EXP. C ll L AR NO 93M J D � 10/28/21 sign 'T Al 42, HKi4 HALF WALL UY CAP (2)2xD HEADER (2) LAYERS of !/4' PLYUgOD WE PRAMNG PLAN OR (2) LAYERS OP 3/4' 8U6 (3) 2x4 BLOCKM9, ROOK MATERIAL RIPS FOR SOLID NMLNO SEE PRAMW�. PLAN SECURE TREADS TO STRIN3ER WK3Je Y Salim• EA 1/4' T40 SFLOOR OLUED 4 6GREWED ITRINMR, u1TWREADED SHANK `SrtCIR1 FAMIGM4ER EMEND BEYOND T14IOGESe 5'-4 3/4" 2ND FIN. FLR SMPLN / MTe•70 sEe — — — lRAMW40 PLAN / PRE-ENO'D FFRAMING. SYSTEM FLooR nlea'1W4� S4EET) / I V MAX. / (SEE PRAMNS PLAN NOSING �AI ST"BC RS RISERS TO CONFORM TO PR 4 W 'TI MIN'i / TTH EDITION (2") W z 47' IL IR I MM 7RRSAD•lo' MAX RISER-1 !J4' WALL IW / 3/D' MAX VARIATION N CAP / STAIR DATAr R16CR'S/1111EADS ADJACENT TO EACH W 15R . l52' PAN. Ito,# OTHER !/S' MAX. VARIATION IN ANY MGER/TREAD HANDRAIL CIRLLLAR 'o / 14 TREADS . 011066 SECTION DIA TO M 1 V4' aV4' U / I' NOSING OR PROVIDE EOJIVALENT -I 3/4'KICK ORAWAISILITY WMDEIIRS- MIN, S' IBOE • Q ri R' PLATE / 2 X 4 RE-NIbRCNO • EA. 7 X 12 STRINGER NARROW END MN, m WIDTH A 12' PROM NARROW END 3W MN. HANDRAIL KIT. IL DQZ SECm umd 61-V OG. / C I--4• Q y RE nip � 8" 'ENCLLOSED ACCESSIBLE SPACE WDER STAIRS SHALL HOVE WALL$. WDER STAIR SARFAC! AND ANY 60WITS / UVCONT. BEAD OF SUB-PLOCR A ONESIVE PROTECTED ON TIE E40LOSED SIDE PL-400 OR SR9LAIE • WTN 10' OYPeIYT WARD& PBCR 3W 1. TOP EA HORIZONTAL RW 0'-0' FIN. FLR. PLATE Q 2X4 4ttACFED WW Rod in MASONRY NAILS • 2X4 P.T. BLEEPER INTO SLAB WTHIN S' OF EACH END. !2. = MAX DETAIL (�>LB�A!R� .I'-0' STAIRSECTION B SCALE, V21•1'-0' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' 14ANDRAIL • 36' AS PER FBCR R31I.1.82 W/ 2X4 RE•IPFORGING NOTE: HANDRAIL ENDS SHALL 5E RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I#'s 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601b.1 / F.B.G. 2020 CHANDRAIL SECTION SCALE.3/4'.I' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 n s 0 SUDDIV. de LOT ABBOTT PARK LOT #23 BILK. #12 PHASE:4C PROJECT# 04181.04C-2312 MODEL' 3EEB 2260— ELSTON" GARAGE 8WING: RIGHT PAGE: STAIR SECTIONS & DETAILS 160 MPH EXP. C V DAM 10/26/21 SCALE: 1/4"=1'-0" SIiEET A1A 23'-11' BLD HGT SHINGLE ROOF 1S'X50' F1'PON DECORATI VE SHUTTER OR EQUIVALENT 4' RAISED BAND (TYPJ II�IGI�I I�I IQ FRONT ELEVATION SCALE, 1/4 - I'-V TEXTURED FINISH 'SPAN1614' 6 II OFF RI�T PFAOFATRC = 1425SO.FT. NZREE VENTILATION AREA REQUIRED = 1/3m RREDVEORATION AREA = 1425/3m 4.75 VENTILATION AREA XSO. INCHES PER FT. (144) 684 SO. IN. MN. REOIIREDVENf4ATION = Sll 684 IN UPPERPORRON OF ATT)C 342 SO, IN. OFF JUDGE VENNLTION AREA = IBSO.IMPERVENT 342 /115 AL$ OF VENTS REQURM 2.47331 ALe OFVENFSPROVIDED 3 'AREA OF ATTIC IS TFE PERIMTEROF THE HOUSE, LESS THE OVERHANG EXIEAIOR OF WALL TO DaERIOROF WA14 NOOVUIHVM INILVEDI 18'X63' FYPON DECORATIVE SHUTTER Olt EQUIVALENT V RAISED BAND I OPT. COACH LIGHT I� 4' RAISED BAND V2' THICK 2 COAT CEMENT PLbTER APPLED DIRECTLY TO MboNRY 4.4' GALV. l'-, , 0'- V FIN. FLR FLASWNG SET IN ROOFNG CE'QNT POEpiLAS6 6NNGLE6 WMSCEP"YMENT AS PER FRCR 7X6 GYP PT LEDGER V S06J.L ROOF "ATNNG TNICKNE66 � ' 1HRlADED ROD �' AS PER GNEET GNL OEGACD PER Ca 4 WITFIN 6' OF EACH FASTENER 6GEDULE END MAX. SET N SMPSGN 6R'IPSON LGU-26 H1004 STRENGTH EXPDXY FN Kiltf V) 6' MN EMBED. 2.6 GYP RAFTERS DR ROOF ELOPE PER --� I MJVATICN MN. 1/16' OGD 6HEATHN6 2X6 GYP PT LEDGER W/ ��N ROD GANT TO IM GRICLWAD TO 4 S' OP 2X6 MEMCER6 W/"NAIL6 A MAX GET EAMAX B' or. • PER2" ETER V-4' GIMP N G 62'P60N NIGH 6TRCNOTH SMPSCIN LL6-26 LEY (4) Wdl. 2--m• EXPDXY 6' MN EMEED. TO LEDGER APD (2) IOC. A CHAPEL FOR GOIYIT TYP. ERHANG DETAIL ,Lll'-4' 2ND FLU. BRCS a. TNG(D-9�7 I!1 . I'_0' U II A II 9�4 3/4' FL2NDR��' I I 9'-4 3/4' 2ND ",4. IN �- --_ _—_-- --_—_—_—_—_—_ _ FM.FL- 8'-0' AST FLR 8'-0' 1ST FLR. BI'Ki. I-KsT. ___ ___________—___ BRa. HGT. b' ❑❑ ' Fw II II II m'-m' FIN. FLR. _ �V-V FIN. FLR REAR ELEVATION SCALE, V4 = V-C' TEXTURED FINISH E'tiSEERED WOOD TROG6ES . 24' OG. "", GFIOP ORAWNG6 6EALED BY I PR014G610NAL ENONEER FOR RENEW AND COMlNTS PLYWOOD GNEATMING BEE STROCTURAL 2ND FL VE NOT. RDCFNG AND FLAGNNG W/ DRIPS In" STRAM No AKJIOIY EDGE PER HIM "01 RANTEE N[ .TRKnN1 RLCX)I111vlwm WRAF FAGCIA WITH BREAK METAL MADONRT BOND SEAM 6d, 2N6 WOOD FASCIA GEE N[ GIRJCRlUL STFUCTUEAL FOR FASTENER6 VENTED GOFFIT PER ATTIC CALC'6 V/' TWIOIC 2 COAT CEMENT PLAOTER APPLIED DIRECTLY TO MA60NRY RAIGED TRIM PER ELEVATION6 7ND FLR UINDM PER PLAN SOFFIT DETAIL @)JAKE 1/2 • I'-0' 1,441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdeslgngroup.wm AA C 0003325 G�G b m R NMI.- BmmN UDDIV. & LOT. ABBOTT PARK LOT #23 BLK #12 PHASE: 4C PRO"=T# 04181.04C-23121 MODEL' 3EEB "2260— ELSTON" GARAGE sMNO: RIGHT PAGE: FRONT & REAR ELEVATIONS 1.G' 160 MPH EXP. C Dw M 10/26/21 8CAM 1/4"=1'-0" 81'IEET A3 G OFF RIDGE TYP. IT'-4' ZND FLR BR'a.H6T. _-_-_- (I 12 9'-4 3/4' 2ND `" �g FIN. &'-0' 18T FLR FLR _—_—_�._ —_—_—_—_—_—_—_—_—_—_—_—_—_—_ _ _—_—_—_ _ ,�9 4D. FIN. FLR. 5 ,a.-0' IBT FLR BRG I-GTy --- - ------------------------------- ----- - 6RLs. NGT. 0, IEIF] - - — I II 0'-O' FIN. FLIZoo - — - — - — - - — - — - — - — - — - — - — - — - ' ^ - — - — ' — - — - - — - - _ — - — - - o 0 0� FIN=FLR LEFT ELEVATION BOALE: 1/4 • I'-m' TEXTURED FMIBH OFF RIDGE T s — TYP. IT'-4' ZND FLR _—_ ,�I1'-4' 2ND FLR Bills. HGT, _ —_—___ BRG. HGT. I �_ II fl 9'-4 3/4' ZND,. °' I I 9'-4 3/4' ZND FIB— - — - -- - — - — - — - — -- -- - -- ---- - ----- - — -- - --- --- — --- ->�- --- - —(� FIN. FLR 8'-0' IST FLR ----' --------------------------------------------'[IF A8'"0' IBT FLR BRG. HGT. ----- I 0 II 0'-m' FIN. FLR., _ I I 0'-0' FIN. FLR RIGHT ELEVATION SCLALE. 1/4 . I'-& TEXTURED FINIM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwvr.abdeal�gro'um AA A: 0003925 W V OO qq o � a a o 9LTSDIV & LAT: ABBOTT PARK LOT #23 BLK #12 PHASE: 4C Pno"=T# 04181.04C-23121 MODMIJ 3EEB "2260—ELSTON" GAPMOZ BWDFC&: RIGHT PAGM LEFT & RIGHT ELEVATIONS "G" 160 MPH EXP. C 2C BCA= 1/4"=1'-0" SI3z= A4G ELECTRICAL LEGEND SYMBOL. DEFINITION NOTES -e DSV OUTLET a AMP OPOLE POLE IIOV OUTLET WV OUTLET ro W2 aElurtcuaNnET "I M aPl ,WV OUTLET IMPW WASOM PAUL NTERIPTBR (TAMPER ""TAW TYPE) 220V CUTLET (4) &PRO CON OCtION Wa . EAnIPRDOP CUTLET 4ROLIND PALLT SWTCH SWTC14 8-UTAY OPEN, �4 SWITCH 4•UNY OPER IIYLL rIONNTE4 LOW ceILNG LIOMT Q LED CLG LIGHT APOR Q VP �o LLmn O Vp VAPOR Pit" LtlNT 0 IucaRaD CAN eVENT. PAN I cm PER Sa PT. VeNT. PAN RPLIOI(f I CRN PER Su PT. fl•E A PIR sET w% TIE R 2-SWLS RNAP ® ���IOANT (RlC.lSSED) AROUND lSUIPACE MNT.> �� Y FLUOIRtSCSNT 4'RUgWCENT W�-al IIIIO IIII 4'TRACK LOW PANEL METER OSD. a t= DETECTOR YE.tls�l�� SD. WLL MOUNTED SAILACK •a aim Ow"=vR UEyVd'OE` g/Co C-401® SMOERN ST71E' DETECTOR cow wasam NmtcweaenD SMALL SMALLEE 4 DINANCE NOT LEM THEN 4' PENDANT LION? F> NATURAL &M ► 7ELEACI, JOCK .4 h WAIN NEATER DISOONMOCT AIR ivwNm Su eU ON DSCONNEOT 1O TELEVISION JArK O SOK mocima Q J-EON ACCORDANCE PICK MLARaD As SI. POR IDSO TAOAGi X-L-PAM&ONT WN MAwaD AS SUCH POUR 24' N¢ADESCBNT LIONT STW �nnnna 36' "DANDCSCENT LIMIT STRIP n nno 4W INCANDESCENT LISNT STRIP FL004 LIONT KP O•T. SECURITY KEYPAD • PB. PUW-BUTTON PON CNNp USS PORT • LOCATION OP TV JAC" 4 PHONE OUTLETS 4 PANS TO BE VERPIED • HOMEOWNER PRE -CONSTRICTION MEETN6. • ALL B A 20 AP SIRANCN CRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONIS OP CM TM RDITION (]ere) 4 NEC 21e.n 2eM EDR1014 • 20 AMP DWICATW LAUNDRY CYECUIT. • aPI • ISLAND (NOT ON KITGiN CIROIIT) • OWNWASI ER DISCONNECT TO 09 LOCKOUT N PANEL • BATWROOM E)O"AT PAN TO HAVE MN. CAPACITY OF Ee OW INTERTITMIT PER ELECTRICAL PROVISIONS OF SECTION MESEPU RICX Tn.l RDRION [Tme) LAUN7RT ROOM AND DISNUAaNER REOEPTA4A SMALL BE AROUND PAULT cIRCU1T•MTlRISEMlR PROTECTION FOR PlRSQNNEL ON FEEDERS • WIRN6 METHOD SMALL SE NON METALLIC CABLE PER ELECTRICAL PROVO" OF aLg TTH ED (Next • ALL WINIC TO COMPLY WITM ELECTRICAL PROVEN" OF THE FSC.R TTM ED (]Orel • ALL LAFIPE NULL BR SRLReTEe BY rx, Pre ANp 'f OP LlNMTNG "AT OR a!!1Y OWCIRNT TYPE PER PATIO I I I GMT ROOM • z PRE -WIRED•; CLG FAN , I S✓CO TO14 IN I CABINET 1MX I LET I L _ HOOD WIRE FOR OW F"R W/OUTLET FOR L KRF T FUTURE M. WAVE r I CHIME RANGE IG' FOYER I a DOOR E LED LIGHTING C� PEDESTAL SINK `` PB. FOR \ PWDR CHIME _ _ I r / - -- I METER I , I �� mmy 4 FIELD VERIFY I+ ll GFI LOC. -+------ IRRIGATION + GARAGE OUTLET o PROWw a7ro a, TNW . Iti Cu N Y CONCJUIT OR s DOOR 48' AFF. 44)0 AL, THUN . PIS, CU N 2' CONDUIT OR 2ro A.. SEA PREWIRE& I (CONDUIT TO TERMINATE ABOVE SOFFIT • OrlRHANGJ GFI 150 AMP ELECTRICAL RISER \ NOT TO SCALE. cOMBNATION sERlvlrs sNP AMIP DISCONNECT SWTCN AND 00)24o VOLT 40INARAL NOTM M ELECTRIC METER IN 1 PHASE ` \ A ELECTRICAL MATERIALS AND INSTALLATIONS, SMALL COMPLY MTW ELECTRICAL PROVISIONS OP THE !Na'JR TiNI NEMA DR ENCLOSURE PANELL (2e2e2 LOCAL CODES. AND ALL LOCAL POSER REOUIRSM7o4TO. BOM2P D. ALL CONDUCTORS SWILL BE TYPE THNNYTSN UNLESS NOTED OTHERWISE TE.QMONE SERVICE CABLE OOM "-':- `_------'--- NRISERVICE ENTRANCE EOLIPIOINf 0 0 EOIIIPMONf LIGHT POWA COMPANY TRANSFORMER WERMTEM BONDNG TURMNAL ATLOU FIRST FLOOR ELECTRICAL PLAN GRACE Vq.TAaBeoNEeTICNs SCALE. I/4' . I'-0• PROVIDE 60 AP, W440 VOLT, I PWASS SECOND ELECTRICAL SERVICE PROVIDE ! R COPPER ICU) N I µ CU SERVICE GROUND CONNECTED To CONCRETE ENCASED FOOTER STEEL PER I•V2" DIA SCFEDLLE 00 PVC CONDUIT OR PROVIDE S Oro ALIMINM (AL) N 2• DU SCHEDULE W PVC ELECTRICAL PROWSIONS OF THE TBOR TTM WITION (70201 CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/8" DIA X S PT L046 COPPER CLAD 611110IM ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX:407-774-4078 www.abdesigngroup.com AA S: 0003325 W m I; o o 4A U w favaDiv lk r o'r. ABBOTT PARK LOT #23 BLK. #12 PHASE:4C P1tDJECT# 4181.04C-23121 MODEL: 3EEB "2260—ELSTON" GARA0Z 8WUMt RIGHT PADS: FIRST FLOOR ELECTRICAL PLAN %160 MPH EXP. C 1 DCALE: 1/4-=1"-0-• 1 I= ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 05V OUTLET 20 AMP SH&M POW Isv OUTLET Iov OUTLET k2 OF CUTLET also TO aura+ GPI nay OUTLET Empm WNwD PAIL bMEI% nM TAMPER R2orma TYPE) 220V OUTLET Tuaes CCNNeoTIOTI ENT. UATMO440 P OUTLET GRP20 PAILT NIERR♦R1ER /UNTCN esTCw 3-WAY OPEN. $4 GEITCN 4-WAY OPEN o WALL MONIED LOW CEILMG LIGHT © LED CLG LIGHT ©yF, LED VAPOR PICOT LU NT O yp VAPOR PROOF LIMT QU REWMED CAN eV81T. PAN I CM PER 6a PT. �T' — UYLIGwR 1 OM PER e0. Pf. Ps1 tePNu m br ® (ENr 2JU.a WRAP ��GywN ARORECEE6ED) W7 APWUW P2-DUIA WRAP !OU! I MRa- MA"abcow > � 4• PLUopitecow C C W TRAM LOW O PANEL m METER O S.D. a'IPIE DETECTOR Y21L.tld 1�1 RACE MDwT® RATT. sAde.W. 1 w I CHOKE DETs=m WLHAN0100L sATT. aeae.l,• av e.IsaN rla+Koc �� ® C/CO ETOIa• MALL et A DIOTATE O0T'°° a NDT LEN THEN 4• Pa'OANT LIONT . 15LEPwC.8 JACK WATER UEATER DaOONECT EVA AIR CQDITIONeri M CN eN l EC D"CONT FE TBLBYNWN JACC Le@ am O J•04" TO ME eLPP10RTED M AC 0RDANM L2 aca MAPI= AS eua( POR CLllele PANA.151R M D! arnORrec M ACCOPCATCE a NMI Pnnn 24• PCANDENC NT LOW OnW eeeeee M'LIMIT MOAfIT ,aeeeneee 4. 21CANDEd BIT LIONT eTRr PL000 LIeMT �, aPr. ecawrtr KE•TAD HE PA PI"N•aurrON POR cJNse .--<—, Iuw PORT • LOCATION CP TV JAC" 4 PwON1 OUTLET! . PANO TO N YOUPIED A NOMEO"Pt PRE-OONeTIM CTION MEETMKL • ALL E 1 20 AMP SKANrW CIRdITe TO ME ARC PANT P 4076 ED PER RLICTRICAL PROVIeIQ" OF PAM • 20 AMP DEDICATED LAUNDRY COC IT. • GM a "LAND (NOT CN KITCNEN CIRCUIT) • OWNWA"It D"CQfLCT TO ME LOCKOUT M PALEL • aATNROOM MKWA IeT PAN TO MAYS MM. CAPACITY CP W C'M 147fff"TTENT PER ELECTRICAL PROVW" CP • LANCRY ROOM ONALL OE GROU PROTECTION POT • WIRMG ME74DD ELECTRICAL PR . ALL NOW TO Ce SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' • F-V �•-_----------� I aL� L I I I i I ------------- LED LIGHTING C DBL. LAV. BATH 9 I 11• \I iA I _ I i L I I n I i I \ LED LIGHTING ® DBL. LAV. BATH 14 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaWkgroup.com AA A: 0003325 rr B S O C BUDDIV. & IJo1` ABBOTT PARK LOT #23 BLK #12 PHASE:4C PROJMT# 04181. 4 —23121 MODXL• 3EEB "2260-ELSTON" OA tAGX OWUMs RIGHT PAGZ: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C ���Trr • T ��TT:11 Dw 10/28/21 aCA=: 1/4" B»>�T E2 OND r ------, I I _ — SNWR. PAN El------- inVTR NZ VrR I v I � I � 0 I LAv. � I 2' LAV. 2' �� I I �� r I T -I0 3 '1 IS 3 SFUR I I — — — ------ — — — — — — — — — — — LAV. 2. 2. I I!!' WASHER r • i I � LAV. 3• TUB 2 DW. SINK — 0 3 WC 3' I I 3 v RANGE _— r 1 I v la�i I 110 m KITCHEN SINK I W/ AAV O o 1 I I I I I I I I I VrR VTR I I 3' I 2• I 3' 3' PED 3. SINK 2' --- I JE ---- Z we I co TO MAIN _---_ PLUMBING RISER DIAGRAM i^ FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN 3M. V4 • I'-0' SCALE: 1/4 • I'-0' _ '-8' Lv. L V. S'-6" 3'•0' I'-6' 13'-II' 5' I I I I i iOPT.i a OPT. I I 9 N SFrUJR I � n I IN I I I I I I I I I I I I I I I I — a 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32780 PH:407-7748078 FAX: 407-7744078 www.ebdeaigngroup.com L AA #: 000332864 � Fb A C 0 0 a aysa><v ea ro'r. ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C PROJl:CT# 04 8 . 4 — 312 acoasL: 3EEB " 2260—ELSTON" owiewas awcxo: RIGHT PAGE: PLUMBING PLANS 160 MPH E C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT 6Y6TEM6 INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PA15 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SMALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOOR& FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 5. ALL FIRE RATED CEILINGS .AND WALL$ SHALL HAVE AN APPROVED FIRE OR FIRE/OMOKE DAMPER'S LOCATED AT CEILNG OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ZTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. PANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO NAVE PROPER PAN$ W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER PBCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED fir^ WADE 8240-K JOSAM 560" INSIDE / SERIES NICKEL BRA88 TOP CAULK / P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (TYYN, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LNEs SUPPLY TRLNK BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN A LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TNRU AIR GRILL SECURE STRAP TO CONC.—, CONDENSER W/ !2)-9/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) s$XII 1/4' BHT. MTL. SCREW$ CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER MEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-S'X$' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE, V4 s I'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774fi 78 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 L s b a5ppY7jcr gQ y}p�� C o: 7S i k 3 ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C IPROJMCTO 04181.04C-23121 MODEL: 3EEB "2260—ELSTON" GAJtAGZ BVnKGt RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C %0 v DATE: 10/26/21 BCALE: 1/4"=1'-0" BrIEET M1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwsbdes4"roup.wm L AA A: 0003325 da k $ a O ■J S a A R 6 StMDIV, S. LOP ABBOTT PARK LOT #23 BLK #12 PHASE:4C 1pitonwT# 04181.04C-23121 MODEL• 3EEB "2260-ELSTON" OAPUDIC 8VaNQ: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C SECOND FLOOR MECHANICAL PLAN WALE. V4 . 70' 2X4 TOP PLATE ejR PRE -FAD TRUSS In' CLG. BOARD L-7- DRYWALL SECURE BT. STU[ PLATE TO BLAB or — WV Waal MASONRY NAIL • MAX FIN. FLR TIONS SUPPORTING HUNG PLUMBING MS AND WALL SETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O C. -_- 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.P-0' FIBERGLASS SHINGLES WITH UNDERI.AYMENT AS PER PBCR 90511. ROOF SHEATHING THICKNESS AS PER SHEET ON]' SECURED PER FASTENER SCHEDULE PRE-ENG T14M— MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 3 5/S' OR 5 V2' DRYIBE 3/S' TOP CHANNEL f25 GA) VV DRYWALL 3 5/W OR 5 3/B' ME 24' OC. 20 GA MEINSTALLE RECEIVING UPPER/ LOWER 3 5/9' OR 5 CABINETS AND TUB/SHOWER 25 3/8, BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED 16' O.C. AT 2ND fv— TO CONG FLOOR WALLS ADJACENT TO FLOOR WV W4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH D FLOOR W/ V4• WOOD SCREW � FNBH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D 1 SCALE. I'S/s- GYPSUM SO OR 1/2' HIGH STRENGTH CLG. BOARD V :,Ll SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE BTRUGTLIRAL PER ELEVATION TYP. ON. R-4.1INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O.G. 8' CMU� 1/2' GYP. WL. WOOD BASE 0'-0' PIN. FLR_ n W/ WINDOW OPENING FIBERGLASS SHNGLES WITH LNDERLAYMENT AS PER FBCR 105.1.1. ROOF SHEATHNG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS ZA PIPE THROUGH BOND BEAM 21 SCALE: 3/4'■1'-0' �0'-C' FN. FLR ° ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 16035.1. B TYP. WALL SECTION ke NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.1'-& UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.i.1.i OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4069 TYPE III OR TYPE IV UNDERLAYMENT. ae a,lA LI.! yr WICK 2 COAT - PORILArO CVlWNT P6"TWR 1PPLEm Doommr TO MABMW Rea MataralD TO TRACK IRAc3 aTa 0 PRODaDT APPROVAL ISO, 28 GAS LINE THRU BLACK I 3 GARAGE DOOR JAMBS AeALa, vr.r-i D1 SCALE: 11/2'-1'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 6" 24' Or- . MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.IA AS PER FBCR 905.1.1. • EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPR*WTB MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-ENG UD. TIH1S8 2x FASCIA PER ELEVATION6 0. ELEVATIONS VENTED SOFFIT J,PER ELEVATION VENTED SOFFIT 117 WALL SHEATHNG CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS THICKNESS A8 PER WALL BHEATHWNG SEE ENERGY CODE FORMS FOR SHEET 8N1. SECURE PER THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUE6 SHEET SNI. SECURE PER ON SHEET SNI LPER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS I'. C'YPSUM BOARD OR 1/2' ON SHEET 6NI. WEEP SCREED HIGH NG. G STRENGTH CLG. BOARD PRE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS I I MANUFACTURES S 6McIAS CATITIO NS V2' THICK, 2 COATJ-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR,L e' CMU a STRUCTURAL Ix2 P.T. PURRNG— STRIPB • 24' OC. 1/2' GYP. ILL. 130 - WOOD BASE— GNU _ 0'-0' PIN. FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-1/o IN ' ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 16095.1. PILL W W Raa. IeSD W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE �5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.1'.0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 k s� t o o 0 4 sLTaDIV. dt LAT. I]P BBOTT PARK LOT #23 BLK. #12 PHASE:4C ROJISCTO 04 8 . 4C-2312 MODEL: 3EEB "2260-ELSTON" GARAGE 8WDM. RIGHT FAGS: DETAILS 160 MPH EXP. C Rd,90 A A AR NO Dw� 10/26 e21 sCALS: 1/4'=1'-0" sHmmT D1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FECR liM.U. ROOF SWEAT14NG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG LLD. PER FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W511. ROOF SHEATHING THICIWESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE -ENS WD.T ER 24' OC. MAX. LEVATION 24' OC. MAX. �� LEVATION METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION GATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALC8 FOR VALUES 2x FASCIA PER CALCS FOR VALUES 1-m VENTED o.H. I SW GYPSUM BOARD ELEVATIONS 1 p}{, 5/8' GYPSUM BOARD SOFFIT TYR OR 1/2' HIGH STRENGTH TYP, OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL R-4.1 MBUL. REFERENCE -4.1 NBUL. STRUCTURAL W I I W WINDOW ATTACHMENT w AS PER Y MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT I= GLUED AND NAILED AS PER NAILING 1/2' THICK 2 GOAT ' N SCHEDULE PORTLAND CEMENT Q SCHEDULE PORTLAND CEMENT 1•? PLASTER APPLIED PLASTER APPLIED DIRECTLY TO W DIRECTLY TO MASONRY ` m R MASONRY m R DO FIRE -STOP Do FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL LEVATION IfELEVATFO 5/8' GYPSUM BOARD 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR V2' HIGW STRENGTH BOARD CLG. BOAR R L VATION IX2 FIRE -STOP DC2 FIRE -STOP R-4.1 NSUL. _ .\\--R-4.1 INSUL. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 34' OC. 8' cm 1/2' GYP. ILL. BD. WOOD BASE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP Ix2 P.T. FUMING STRIPS • 24' Or_ a' cm 1/2' GYP. ILL. ED. WOOD BASE L .. E n W WINDOW OPENING WITHOUT WINDOW OPENING U 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCAL11, 3/4'.P-0' 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 o B a SiUNDIV. ae Lo .. ABBOTT PARK LOT #23 BLK. #12 PHASE:4C PROJWT* 04181.04C-23121 MODICIA 3EEB "2260-ELSTON" OARAG2a swiNOt RIGHT PAOE: DETAILS 160 MPH EXP. C TQ& Au. P.T. • 0O TER OP DOOR HEADER MC RED W (V 1/2' X S' J-BOLT W 4' MN E'WSEDI'@R W 2' X 2' X VS' WASHER ( NUT OR W (2) 1/2' X S' ANCHOR BOLTS UV 4' MIN. EMBEDMENT W/ 2' X 2' X MUMMER ! NUT' O��0i�L A�Lm�- ME ® I TO SILK WV V4'TAPCONS I V2' EMBED. S' O.C. WIND DIET. 1 112' EDGE DIST. x 2' X US' WASHER 4 NUT (1)WITHIN S' OF TOP, (V WITHIN S' OF THE B/M, ® HE(S)EVENLY SPACED. ®I Imr NOTES. ALL ANCHORS SHALL BE N ACCORDANCE TO MAN FACTU EW6 INSTALLATION INSTRUCTIONS WERE WON INSTRUCTIONS ARE, STRINGENT GARAGE DOOR BUCK ATTACHMENT 6•cMW v2.ORYIAL 1'X4' P.T. NAI DOOR DOOR L b4 P.T. OR 5/4'X4' MIN. SECURE THAW FRAME ( EXTEND 1-1/4• INTO LeR BLOCK WV S/N✓ TAPCONS CASING (MN 6HANK SIZE J45 MIN. HEAD 61ZE 300 MN EMBEDMSE•1T 1•V4' WITHIN 6' OF EACH ED JAMB OR WINDOW W IS,O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 8WM AG NEEDED TO PLUMSI JAMB (DO NOT EXCEED IM') DOOR JAMB TO BLOCK +3/4" OR +5/4" A lIL if TO BLOCK +3/4" OR +5/4" 2X4, US SECURE TO BLOCK UV 3/16' TAPCON6 MIN SHAW SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I VA.) WITHIN S' OF BACM CAD l B' OC. MAX SPACING. 2X6. SEC.IRE TO BLOCK W/0) 3/I6' TAPCOM MN OWANK SIZE J45 MN HEAD SIZE -%M MN EMBEMM 1 V4') S. 17M11 WITHIN a OF EACH END 4 IS' OC. MAX SPACING. V2' DIRTISALL 2X& ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WIM 3/I6' TAPCCM MN SWANC SIZE J45 DOOR C46N6 MN HEAD SIZE soo MN EMBEDMENT 1 V4') WITHIN S' OP EACH ED l B' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACT RES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED VA') DOOR JAMB TO BLACK +1 1/2" /\WINDOW TO BLOCK +1 1/2" `J1�R 2X4. SECURE TO BLOCK UV SAS'TAPCONS (HIM SWANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 11/4') WITHIN S' OF EACH END 4 B' O.C. MAX SPACING 2X6. m SECURE TO BLOCK WK2) SA6' TAPCONS MN SWANK SIZE J45 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN S' OF EACH END S' CHU l *'Or- MAX SPACING, �' DRYWALL RE ❑ SECURE2X6, TO BLOCK PX4 ' UH WKVSA T2) SAG' TAPCON6 P.T. NAILER (MIN. SHARK SIZE J45 T/16' ODD. X W MIN MN. HEAD SIZE MIS MN EMBEDMENT 1 1/4') DOOR CASING WITHIN W OF EACH END l B' OL. MAX SPACMC DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +1 15/16" `JR�It�OII TO HLOCK +1 15/15" 2X4, SECURE TO BLOCK UV 3/16' TAFICONS (MN. SHANK 612E J46 MN HEAD SIZE 300 MN EMBEDMENT I V49 UT14N W OF EACH END l IV OL MAX 6RACING NOTE: 6TRJCTURAL 2X MUST BE 2X6, INO ON OUTSIDE / SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3AV TAPCONS SAG' TAPCON MN 1.1/4' (MN 614AW SIZE JO EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN M OF EACH END 6' CHU H 16. = MAX SPACING. I/2' DRYWALL 2X6SEC ET ❑ SECURE BLOCK 1')(4 ' UV(2) HIS'' TAPCONS P.T. NAILER (MN SWANK SIZE .145 DOOR CASING MN HEAD SIZE JIM MN E MOPL44T I V49 WITHIN S' OF EACH END 4 W = MAX 6P'N'C DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6141M AG NEEDED TO -CUTS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +2 1/4- /;,1NDNDOIf TO HLACK +2 1/4" 2X4, SECURE TO BLOCK WA/IS' TAPCCJS (MN SNMK SIZE .INS MN HEAD SIZE J!" MN EMBEDMENT I VW) WITHIN 6' OF EACH FAD 4 IS'Or- MAX SPACING. 2X6, SECURE t0 BLOCK UW2) SN' TAPCONS MN SWANK 61ZE 145 MN MAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 6' C'HU l IS' D.C. MAX SPACING. V2• DRYWALL ixs. ® ❑ SECURE TO BLOCK 1'X4' R1(2) 3A6' TAPCONS P.T. NAILER (MN. SWANK SIZE J45 DOOR CASING MN HEAD SIZE 30O MN. EMBEDMENT I V4') UMTNN S' OF EACH END ! B' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIVACTUES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED VA') DOOR JAMB TO BLACK +3" S 2X4, SO SECURER TO BLOCK W/ SAG' TAPCCN6 (MIN ON" SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN 6. OF EACH END l W Or- MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2X6, DID ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WH2) SAW TAPCONS 3/16' TAPCON MN 1-1/4' MN SHANK SIZE J45 EMBEDMENT INTO BLOM MN MEAD Size 300 MN EMBEDMENT 1 1,14') S. CM1U WITHIN 6. OP EACH E0 4 W OC. MAX &-ACNE IQ' DRYWALL 2X6, ® ❑ 1'X4' "CUB TO BLOCK RT. NAILER WK2) 3/16' TAPCONS DOOR CASING MN SHANK SIZE J45 MN WAD SIZE 300 MN S! 0111W 11,149 WITHIN W OF EACH END l IS' OC. MAX SPACING, NOTE, DWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MLMDCR WV(t.17d WITHIN 6' op EACH END / 6' TO S' OC. MAX DOOR JAMB OR WHOM ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" P 2X4, 10 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE 33" MN. EISEDMTENT 1 1/4') WITHIN 6' OF EACH END ! W OC. MAX SPACING. 2X6. CM SECURE TO BLOCK WK2) V4' TAPCON6 (MIN SWANK SIZE J45 MIN. HEAD SIZE 300 MN EMBEDMENT 1 V4•) WITHIN S' OF EACH END 4 B' OG MAX SPACNG. 2X6. CEO SECURE TO BLOCK WT2) V4' TAPCONS MN SHN'1K SIZE .WD MIN. HEAD SIZE JIOO MIN EMBEDMENT 1 V4.) UATHIN S' OF EACH END 4 M' O.C. MAX SPACING S' CHU 1/2' DRYUTALL PX4' P.T. NAILER T/16' OAML X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO ZX PER MANUFACTURES DETAILS, NOTE, SWIM A6 NEEDED TO MUMSI JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/16" omw>! TO BLACK +9 7/18" 2X4, m SECRN TO BLOCK WV 1/4' TAPCON6 (MN SHANK 61ZE J46 MR HEAD SIZE 300 MN EMBEDMENT 1 V4•) WITHIN S' OF EACH END l IS' O.C. MAX SPACNG. 2X6. COD SECURE TO BLOCK WKV V4'TAPCONS(MR SHANK Size J45 MN HEAD SIZE 3" MN E'IDEDMENT I V4') WITHIN S' OF EACH END l W = MAX SPACING 2X5, CM SECURE TO BLOCK UWV 114' TAPCONS MIN. SWANK SIZE .145 N. MNEAR SIZE 300 MN EBEDM'ENT 1 V47 WITHIN S' OF BAC14 END l B' O.C. MAX 6PACNG NOTE, 6TRJOTURAL 2X MST BE ON OUTSIDE 4 SECURED THRO" NON-STRUCTURAL SAW TAP -CON MN 1.1/4' EMBEDMENT INTO BLOCK L�1 6' CHU IW DRYWALL f-.T. RT. NAILER P.T. X 4' MN DOORR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURe6 DETAILS. NOTE. &HIM A6 NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" r1111ND01I TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdm4P*mup.com `_ AA N: 0003325 � a o s 0 < �' o BFJ>lDIV, r<k LATS ABBOTT PARK LOT #23 BLK. #12 PHASE:4C PLi o"=T# 04181.04C-23121 UODaf . 3EEB "2260-ELSTON" OALitAOLS ffVallo: RIGHT PACE: DETAILS 160 MPH EXP. C 9 Dw� 10/28/21 BC.%=: 1/4"=1'-O" olfz T D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 114719 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/g/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12131./2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/2Z/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/32/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.30 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S33 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEU E 2020 FBCR 12/31/2021 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Ste EXT. DOOR 2020 FBCR 1Z/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 22/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 159.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2i VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdm4nroup.com AA #: 0003325 q � s O 44 Jsvaa><v a.L�oTs ABBOTT PARK LOT #23 EILK #12 PHASE: 4C IPROJWT# 041 .04 -2312 MOOR i 3EEB "2260-ELSTON" GARAGE 88WtNG: RIGHT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C DA � 10/28/21 SCALEt 1/4"=1'-0" SHEET D4 APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM CP S' • VERTICAL LAPS (ROLL 47L4' SELP-ADWORMS MEMBRANE PLASHING 'COMPATIBLE W/ HOLDS 6' ENDS) A S' a WMZON'TAL LAPS. ALL EEaNTS NEED TO DE TAPED LATH VERTICAL LAP TO BE P WRAP MATERIAL) OVER APPROVED HgffiE WRAP 4 • WITH PORTIDER SNEATMMG TAPE . I ^+ ......... ..... ' / 1. OR LESS PIPE MEMBRANE :Sk8SEf PREFORED CONTOL JOINT "i' TWM ! COAT CEMENT TS ::ACCMPAIIL0OLMM i IURAP MATERIAL) OVER 4St4' PLAICE OF CONTROL JOINTS T \ PLASTER \ . t::i: MG MEMBRANE SELP-ADWR* BE WIRED TIED TO LATH • S' UAMOUL LAYER 9, FORTPIDER FLASHING OVER APPROVED :.:i' ': s>:: NOTOr— MAX fN EllC40N NOTEWLJ DO NOT FASTEN CONTROL JOINT TO BUILDING PAPER r Mat L4r • neT.u. LATw / \,";"!i';jy;;:; HOLES WRAP ':.....'...... '..... pL.e4wryy TO EXTEND ONTO PIP! jj;.j — 1441 N. RONALD REAGAN BLVD. .N I EVEN P STUD EXIMS LONQWOOD, FL 32750 BEYOND EXCEPT STAPLES W/ 16' APPROVED METAL LATH FASTENED 41' (VEWU OG MAX (y X X X I - PH: 407-7746078 LEG MAY DE USED TO TEMP DEM CONTROL JOINT Ef DURING INSTALLATION AT SUPPORTS 1- X X�T�� �C \i Cltt AND OVERLAP ONE SIDE OF SELF-ADHERM MEMBRANE FAX: 407-774-4078 W W W.abdealgngroup.Com FASTENERS TO ISE SPAC U# LAYER STUCCO WRAP —lam METAL LATH R'n�'N•��p CUT AND OVERLAP ONE SIDE OF AA N: 0003328 • 1. Or -MAX VERTICALLY STEP p ERNG MR:r®RANE *I STEP "2 uxtoo eHEATHING WRD LAYER -L i' THICK !COAT CEMENT FLASHING WRB LAYS! 9, I •.... NSss'r i" T)' �'s- a^a : . '.;> _ • nd L du oNLT / WRD LAYER 4, FORTPIDER� STUCCO WRAP I I PLASTER METAL LATH WRD LAYER •2. FORTPIBER 11F DUILDIN3 PAPER STUCCO WRAP LAYER BUSE UILDING PAPEFORTPEIER R I ' R KTAI_ LATH 04 _ um LAYER -L R.A SEL OVER 1", FBFIBRANE PLASNN3 OVER 4SN• I �-IMG OVER APPROVED r Ta • WOOD SNEATHM3 HODS! WRAP. LATH SHALL NOT I INSTALL FASTENERS (CLIPS, PLAISMINS TO EXTEND ONTO PIPE BE CONTINIA" •• To e• STRAPS, STAPLES) AS B CONTROL \ n JOINTS BG STOPPED AND /I IPEMOREQUIRED TO RACING PIPE) WIRB TO FRAMING 4R�08HMYa OVER =V MD udtaP ttoer TIED AT EACH RIDE. r na! L— J •-f PLMNNL To EXTEND aNTo NMPE PER ASTM CIOS! PROVIDE 3k4 DLOCKMG PLACED PLAT MAX. S' TO S' LA", a• ovew y*I�—\I—YIl L1P ALLPROM CONTROL JOINT UNEN \ CCNTMM JOINT PALLS ON NOTE,/ BTRICTIIRAL STUD 2 RCALEr11 IR''I•-e' fib' EOM. DEAD OF SAALANT L AATEI•EIE! POI! LAhI 70 BE NAILS OR\ � i INSTALL APPROVED H0.BEILRAP AIR ED M INSTAL APPTION STAPLES N C0 PLA UV ASrl'I CI108! DA OVER 1, WRG TIES TO BE (Na E) e0415' WRE / SHGArHMG DBLOCKINGOMMAY 09 IN 01 \ M ASTOMBRC COATING OVER SWCO/ UALL STUDS PER FLOW C.V. PINION (SEE TYP WALL SECTION) VERTICAL LATH N 15 c e iiiifS v � d A III. RM &c PAPER DETAIL W0OD STUDS SECTION S C N DdMIUt YIFC R�4rAUlO NOTE, SNEATHNG Eh Ill ocmply with the appNwtionr use of portland cament r SIDE LAPS OF METAL PLASTER BASES SMALL repWmmeMa ofASTM C 926-18b. DE &BMRED TO BUILDING Installation of exterior bdXlg and frambg PR.4MING MEM W R& PAPER A shall comply with ASTM C 106119a, O"M" TYPE CONTROL JOINT THEY SMALL BE TIED ArASTM 1767. BETWEEN SUPPORTS WITH 00415-M (L NO STUCCO M LAr . LAt" WERE AT INTERVALS NOa• LAr • r°rev WE MORE THAN V (716-MMA O AS PER ASTM Clil 1. O LP 011141IO•PT.A r0`1 LtDLDNIMO-M.A 3A PIPE PENETRATION DETAIL (FRAME) ®paD L•^R ® KICKOUT ® FOR REPAIR ,TEAR& INEEf LAYERS, HORIZONTAL LATH DETAIL N.T.S. TEAR& Mar BG PAtGED $s PAPER DETAIL WfNI000E WEAN TAPE PER MANP. &PEE. OR POLO PEEL 4 &TICK • — WOOD SHEATHING OL FOLD 4E14ED • ® L FOLD 44lAIC • R. A OR CMU PLA LCREAM 0PT. s WRB LAYER El, t, CREAM • Pet.. LOEAr • PT & a. CREAM Pat.a } STUCCO WRAP (FRAME ONLY) A FOLD r't. O OVEN PL < �y 0 ILL R. C TOUC m rY ® NO"O"~ANM ® J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) LEGEND 4P METAL LATH (FRAME ONLY) • o„aLD LLA�nU IIRB I TRAP OVER DRAINAGE PLANE (WRB FLU �„Rna„ LAYER 01, STUCCO WRAP) MAL, FOLD. Ma Sil Co. �• TMI=3 COAT CEMENT Z S'X5' 'L' TYPE CONTINUOUS WRB LAYER #2 (FORT IF I BER ...... — • — — PLA&TMMW7At gWAT E GALV. METAL FLASHING camwt1•L "MR (OW ? (NAIL TO ROOF DECK NOT BUILDING PAPER) Elm LAYER O. ITf . POPIDER d1 F RUILOM& PAPER TavR al WALL SHEATHING) WIm LAYER'1. CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X Ir S7UCOO~eN%vg0LT) INSTALL WITH ROOF CEMENT SUDDIV. & LO P ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C PRDMWT# 4181. 4C-2312 1[GDELr 3EEB "2260—EISTON" GARAGE 871►INO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXTR C LAP uTEVE a EULDM ~ PLANK STOP alOr ONLY) I .. STUCCO �� ROOF CEMENT WOOD OR -1116 " ZIP WALL NICK-Off PAIN" .o y I ROOF PER ELEVATIONS SHEATHING ) g ° SELF-ADHESIVE FLASHING — — — — — — NOTE METAL LATH: LATH TO BE PER SECTION M Gaza%°" R'103.71.1 / ASTM C-841-14a, MIN. 2.5 LBS. PRINT DATM 1 fill°NPUMW�°"'°°F' PER SQ. YARD (UTILITY OR NOMINAL 8CALE:1/4""28/20" ttW now.. arLILAP 1'. 4ALL H>ePrarlae EX"MlD•Eaar LATH DOES NOT MEET SPECIFICATIONS) skim= 1544CIA ERAP '"A " t= �j "L" FLASHING N.T.S. tl Y TAT A INSTALL V SELF-ADHERNG MEMBRANE FLASHING OVER TOP, SIDE(b) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEC EN'E OF FLASHNdi TO B.E, I. BOTTOM. i. SIDES. S. TOP VENT CAP 18 TO ISE SET IN BED OF SEALANT AT TOP AND 8I0E8 ONLY. SEALANT 16 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, V CAULKING • JOINT ALL AROUND I PER SECTION Exterior WhnC and plesterird BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X, �r. X Installation of exterior lathing and framing ;I. shall comply with ASTM C 1083-19a, or ASTM 1787, UM LAYER -1, STUCCO WRAP HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 9, PORTIFIDER BUILDING PAPER WOOD GREAT14WA © DRYER VENT (FRAME) r 814EATWWAFIBER ING PAPER CON TUCTB ION METAL LAT14 a' Cm VNYL CASING BEAD 6' RAISED BAND 6' WIDE STRIP SELF ADHESIVE FLASHtlJrs, CLEAN MASONRY BEFORE APPLYING Z PLASHMG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WfSTONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84'1-14a, MIN. 2B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE TWROM14 / WALL 1 6' SELF ADHESIVE— FLA6H8JG (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRS LAYER 01, STUCCO WRAP WRB LAYER02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ys' TO Ns' MID -WALL WEEP SCREED :6' SELF-ADHESIVE FLASHING WOOD FRAMED --JUWALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENMG IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP NOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS, BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JONTS AND INTERSECTIONS UK= CONSTRUCTION a' CMU WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH TO WOOD STRUCTURAL 2•l'O.C. MAX ADHESIVE FLA6141I15% CLEAN MASONRY BEFORE APPLYIN3 [/— PNISN • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 6' WRS LAYER'1, STUCCO WRAP UIRB LAYER 'I, STUCCO WRAP 9 APPLY 60 MIN GRADE 'D' FELT ® SELF-ADHERINCs MEMBRANE FLASHING OVER SELF-ADHERMG FLASHING OVER APROVED HOUSEWRAP WRB LAYER'2, FORTIFISER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es Igngro up.com AA X: 0003325 y c GG b a s o R b 0 4 avaaiv ae W2114 ABBOTT PARK LOT #23 EILK. #12 PHASE: 4C PROn=T# 04181.04C-23121 10 Ju ,r 3EEB ' 2260-ELSTON GARAGE 8WUM: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Ef Dw RINT 10/28/21 SCALE: 1/4"=1'-0" 8*XM= WAJ WOOD SHEATHING WRM LAYER STUCCO"I, WRAP WOOD WRB LAYER Z, FORTIFIBER CONSTRUCTION BUILDING PAPER V4 HAT CHANNEL J' T141M 3 COAT CEMENT 'TYPE 'X' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING ``, 4' POSITIVE DRAM , nr�Eo wr�En WRB LAYER 'I, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER j ` WSELF-- \ AM6&.WPWC_.lsc CUSTOM' FLASHING WRAPPED SWW3 WRAPPED PL • TOP OF WEEP SCREED TO SHEATHING BELOW i U2RD LAYER q >.. STUCCO WRAP t „ WRB LAYER 7, FORTIFIE ' m i BUILDING PAPER 6 � , WQB LAYER 41, / / FLASHING WRAPPED STUCCO WRAP J - pMICO dM6i-IIeIr-TS0 CUSTOM ASIN _ BEAD • CORNER OF CANTILEVER ���� �� �d' POSITIVE DRAM 1 1z nseo areErn -- — - NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. SCALES 1 1/2'-N& NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) S/4 RESILIENT FIAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION S/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER DEAD VINYL GASttNG BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 41 -WEATHER RESISTIVE BARRIER 42 k THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRICITON WEATHER RESISTIVE BARRIER "1 -WEATHER RESISTIVE BARRIER 42 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) j11 DRIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL SUB -FLOOR DECKMG PRE-ENG'D TRIM UEAT14EM RESISTIVE BARRIER 41 WEATHER RESISTIVE. BARRIER '4 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL PLASTER3 COAT CEME VINYL CORNER BEAD LNo (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES, ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/lro' ZIP WALL SHEATHING $ELF -ADHESIVE FLASHING - - - - - 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) - SET IN FULL BED OF 6' PEEL 4 SEALANT,)§' MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK A' GAP FOR BACKER ROD 4 SEALANT I X'XI % P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING 14t "' WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER 41 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO ,mower BARRIER 42 CANTILEVER144�4^* 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SLID FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 11§'XI % P.T. OR SIMULATE SEALANT, J§' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX V GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING 14t FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER J' THICIC, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER -1 WEATHER RESISTIVE J' THICK, 3 COAT CEMENT BARRIER 4 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP. IN FIELD (SFIOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 GOAT CEMENT PLASTER 2 1/2" CORNER BEAD FASTENED TO SHEATHING I' O.C. MAX. N WRB LAYER M, STUCCO WRAP it WOOD SHEATHING 77, METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (14 A CORNER BEAD ® FRAME 1, 2 1/2' k CORNER BEAD (FASTENER 4 SPACING s 7 O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � 7��CORNER BEAD � BLOCK WOOD SHEATHING WRB LAYER 41, STUCCO WRAP )LUMN SHEATHING FATHER RESISTIVE AR�RIER 41 FATHER RESISTIVE ARRIER 42 SAF. \ -EEL 4 STICK 1 h'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I)V X 3' 26 GA GALV. METAL DRIP EDGE SET M FULL BED OF Y: GAP FOR SEALANT OFT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J'THICK, 3 COAT CEMENT PLASTER TREX (LEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 'C EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. I )(�'x3' 'L' FLASHING FLILLY EMBEDDED N ROOF CEMENT I )j' X 3' 26 GA GALV. METAL DRIP EDGE cD SET IN FULL BED OF SEALANT,)§' MIN. SPACE FROM DRIP INTER PROOFING Mt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SWEATHM 4' POSITIVE DRAM WEEP SCREED VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF CA SING ASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (w/"T" 1aT AcuTMr_1 WRB LAYER $2, FORTIFIBER BUILDING PAPER----�, METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING— FLASHING WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, 1 STUCCO WRAP 1 I WREI LAYER 02, FORTIFIBER ' BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER -2, FORTIFIBER BUILDING PAPER -\ METAL LATH -" J' THICK 3 COAT CEP PLASTER —� &'SELF -ADHERING FLASHING OWN WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.mm AA 8: 0003325 L $ C c C IL EvsDIN ek LAT. ABBOTT PARK LOT #23 BLK #12 PHASE: 4C PRDJECT# 04181.04C-23 2 MODEI- 3EEB "2260-ELSTON" GARAGE EwiNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. Cl F , Aiv aqID a ABOUCHACRA AR NO 93M n Ta 10/26/21 OCAM 1/4'=l'-0" axCZT WA3 HOOD S EATNNb UM LAYER'S STUCCO WRAP —� MIS LAYER 4, FORTFIBER BUILOM9 PAPER —� METAL LATH ------- 1 PLASTER COAT CEMENT �\ &'SELF-ADHERR.Ks---\ FLASHING DRIP CAP — U2NDOIU FLANGE SHEATHING WRB LAYER h, STUCCO WRAP WRB LATER a2, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER X' GAP TYP CASING BEAD TO TRIM 1X TRIM MEMBER s STUCCO TO SIDING TRANSITION SIDING STUCCO J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 02, FORTIFIBER DUILDUVG PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP CLARITY) CASING BEAD 6' SELF-ADHEREING U LA •, FLASHING OR PEEL t STICK vWLMILLED Z SIDING TO STUCCO UM �I° ISER CASING BEAD aou PAPER Ala ° ,�(CROSS SECTION) j THICK S C\OMETAL T14 AT ee ENT r- ., ROOD 8 EATHRYa WEATHER RESISTIVE DRIP CAP FARRIER') ` ' MATHER �Sleir,E 4' \\ UANDOIU PLMIGC / CASING BEAD ® WINDOW °1D1NCs �i .' i \ PLAOMF, -ADNER'"1e (FRAME, W/BAND) eN ,M "�G `' MATWERRMOTIVE 15C s _\ BARRIER q STARTER STRIP / \\ ,\ DatlHRESISTIVE ER 1 \\ W SELiFi-ADWERMn I WOOD SHEATHINCI \ — � � GALV'D METAL SALVO METAL � ' 'Z' PLASHIM6 2'PLASHMS METAL LATH �. ice' ' WOOD SHEATHING UMLAYER .' FO UMBER BUILDING PAPER i WRB LAYER al, J' THIC 3 COAT CEMENT STUCCO WRAP WRB LAYER 42, FORTIFIBER VINYL ANGLED I I BUILDING PAPER AMYL BEAD yyl G yG.rnlYi �W �iQ METAL LATH Ac, J' THICK, 3 COAT CEMENT (EXPLODED v11 FOR PLASTER .. CLARITY) CASING BEAD ® RAISED GA BAND (FRAME) SCALE, 11/2'•I'-m' WOOD CONSTRUCTION \-- I BEYOND WOOD SHEATHMK WEATHER RESISTIVE RWE BAR 'f i MATHER BAIHERIIMISTIVE // Ilf.• 1 LAP SIDING Ya' ABALTTTEEN \ W SELP•ADHERMG R. BOARDT � r a R.ASHNG WHW6-AD RM �\ MATNISAM STARTER STRIP 1 ' \\ \\ R�SISTIVB MATHER ESISTIVE R BARER -2 d; LV9 METAL ' GALVV METAL 'Z' FLASHMG '2' PLASHNS OR HARDIE TRIM FER ELEVATION � AIETRIM PER \ \ EAL GAP IIVCAULKMG OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION weoD TRIM I'!M� � \ / YIPDDW S TRIM MEMBER I \ / OR APPROVED GMANT is 4➢C��G99R� SIDING TO STUCCO �BQ ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WIOOO CONSTRUCTION —` BEYOND UIOOO SHEATHING MATNERRESISTIVE— _ BARRIER WEATHER RESISTIVE BARRIER 4 N. x i YL _I.AP slow. W SELF-ADHERM6 FLASHING —� STARTER eTRIP�/ WEATHER BARRIER MATHER CARRIER WEARER RESISTIVE / \ BARRIER It TO LAP MTOP \` OF '2' PLASHM6 1 i7 WEATHER RESISTIVE 2 \ 'T BARRIER 9 WEATHER RESISTIVE \ \ / BARRIER.2 \I \ \ 'OZALVO METAL R.ASNMCs MATHER RESISTIVE BAMOBR -1 TO LAP W MIN. ABOVE TOP OF'PPLASHIMG � I \1 e \ 11 �sletivE SIDING TO STUCCO \-MATRERRIESISTIVE BARRIE® FRAME TO FRAME 9 TRANSITION THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( WRB LAYER 02, FORTIFIBER BUILDING PAPER F2B��yINYL GOING-2 B��yINYL GOING (W/%' FLEXIBLE PVC BACKER ROD) s WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ----------------------------------------------- _--------------------------------------------------------------------------------------- — —. Y4' GAP TYP J'THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02 FORTIP15ER BUILDING PAPR WINDOW FRAME `- WOOD SHE THING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK WINDOW FLANGE OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/W FLEXIBLE PVC BACKER ROD) MEMBER *APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP - ------------------------------------------------------------------------------------------------ 16A EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 7/Iro' ZIP WALL SHEATHING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32T50 PH: 407-774-6078 FAT(: 407-774-4078 www.a bd ea fgngro up.Wom AA #: 0003325 E Malz 0 a 6 SUDDIV as I.OT. ABBOTT PARK LOT #23 BLK #12 PHASE: 4C PROJECT* 041 1.04C-231 1 MCDEIA 3EEB "2260—EISTON" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CMu EffiOgUID BE TAKEN W KEERNGTHE VENT PROPERLY ' S' AND iP SHOVM IN C GALVANPED ALIGNED. VENT PIPE IS SEALED IF URPE9. NALN RACE USING 1-1/4' NAILS AT EACH CCANER. ROOFNGCEMENT SHOULD BEAPPUEDTOALLSHINGLEEDGESNEARTHE OUTER EDGE MID MOUND THE ENTRE PERIMETER AS CUT OJT THE GOOSENECK VENT OPENING N THE ROOF SHEATHING. SIZETHEOPENINGIN ACCORDANCEWffHTHE RECOMMENDED IN SEVERE WEATHER COASTAL CONS?RUCTONZONES. CHAFTSHOMJ. N THE EVENTA MECHANICAL VENTFMI R USED, SVE TIE VENTOPENING IN ACCORDANCE WITH VENT FAN MANUFACTURES RRNG CONNECT— INSTRUCTIgJS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CURING THE OPENING IN THE ROOF RE^� FER O NQE NALS NAI THE ER O THE E OTHAT THE OFT EVENT-AYSOPENINGSOTHATTHENAYNGSUDE OFT VENT LAVB fUIT TOTHE ROCFSHEATHING. SLIDE 1-2 THE TCIPANDSDEFLANGESOFTHE VENTUPANOUNDER SHINGLES. THEBOTTOM VENTFLMM£6TOlAY ON THE TOP OF THESTHESHWGIE6. FFF e}--o--I ROOF HOOD VENT DETAIL TO'S•ORARILr — POLD•UP / SlUIRE NBONRAP (OR CUT IRM CHOUSR TUCK FLAP UNI:I R) AT AS' ANWA at MAD MODSRED 'I' Cur M HONao~ La! O IUNDOW OPOANS FOLD N�WIR IN AT JIL APPROVED WOUSEYRAP VAN SHEATIRIS OvER ILO STUD UALL SLIPS SILL RO. To ExTERWOR STEP 1 STEP 2 WALL S• SELF-ADHEItl.6 PLASANS OVIIR VINYL HEAD PLASNNS CLOTH ONO DAM NAILNS PLAWSE SEYOD JAMS PLASHan INSTALL VINYL CAP EXTEND PLAWNS "All"No P SELOU NLL FLcxnELe PLMN►tl Do NOT GSAL BOTTOM PIN Q"0610.1 I ASPHALT RASTC CEMENT MOLDED AROUND EASE CF PFE MDO✓ER FIANGE ALIGN FLAB INa UI INT. EDGE O SLL MO. MSCNAFGLLY FASTEN PANNED EDSES. (CAP NARA STAPLES) NSTALL DUMONT FLB)G~ AS T4 PLASHNS At THE FOLD 110uaEallAP DOB.. TAPE OIACIONAL CUT . AOROEa WRAP OP ENDOW PLUMBING VENT DETAILS SCALE. Nrs UTL7 ta• ;OITNUOI 7F SEALAII ANlS AN: UTLY TO RIDOU NA LAWN N Ri-PWDI TOLES on INSTALL S• LODE AOIENVE - EA=D R2)GOLE PLASM66 MATERIAL OVER DIY" CAP JOINT (PROTECTO-IIARAP' BT-'JOia. - EOUIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS ROOF VALLEY DETAIL SCALE, NTS, APPLY OS HIU (a EQUAL) SEALANT . FLUID AF'PLED FLASNNS tLAWCo 61117E-SEAL RC -SS OR EGUIN.A SLOPE SLL TO EX UQM IT 1 HE TCONTACTORS, PIESPONSISILTY TO VERIFr THE COTATENLRT OF ALL PNODIICTS NOW-IDNS HOBEURAr SEALANT.. SELF-ADWSPONS PLASNNS MATERIALS, USED DMNS CONSTRICTION . INSTALL. ALL MATERIALS PER MANIlACTUREIRS URITTEN S'ECIPICATIONS SEALANTS MAY REACT ADWRMLT P NOT COMPATIBLE EAN AND SEAL JAMB TO BILL JONTS WITH DM On FOLLOWNG COMPLETION OF EXTERIOR RETROPIT WORK MP"ALIR SCHEME SHOUN SHALL BE PIP'LEMENTID AT ALL WNDOWS WITH EVIDENCE OF WATER INTMAICN BELOW T1 E WINDOW OP'ENNG SEAL NTERIOR PERIMETER OF WNDOU WITH BEALANT SEALANTS A SELF-ADWIM NS PLASNEIS MATERIALS WED DWAS CONSTRUCTION S. R A814M AT EXTERIOR WPDOIS AND DOOR OP'ENNSS SHALL SE INSTALLED N ACGOIUIDANCE LOTH MAN FACTIMMM INSTALLATION NSTRJCTI@AS AND APPROVED METHOD U OF FSO RTOSA U IN ACOOMANCE LOTH FENESTRATION m~ACTIWIUERB INSTALLATION AND PLAamm INSTRIGTIONB, EIS HWiiit SEALANTS MAY REACT ADVEMELT IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN —. LONGWOODI FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeelgngroup.com AA 8: 0003328 N � b 9 avaniv. as LOT•. ABBOTT PARK LOT #23 BLK #12 PHASE: 4C PnOJSCT# 04 8 . 4C-2 121 MODEL: 3EEB "2260—ELSTON" GARAGE aWDM: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C I pRn" DAM 10/26/21 aCALS: 1/4"=1'-0" a WA5 177 - - 2x6 SUB-BANb W/1'x4' NOTCH r ---- --- - - END, WRAPPED IN PEEL 4 STICK I I' DRIP EDGE P I I\ --------------- --- ----------- ------ ----------• TEXTURED I FINISH •WOOD I \ I I/S 1/2' TEXTURED I \\ \\ FINISH ® CMU i \\ \ \ METAL FASCIA \\ \� WRAP JIV FROM \ ` STUCCO, I' FROM \\ �---------- - !a WOOD WALL \ '/ EXTERIOR WALL \\ (FRAME OR CMU) \ `\ NOTE: NOTCH FOR 2X6 \\ \ \ \ SUB BAND ONLY ®ELEVATION METAL FASCIA WRAP 2X& SUD DAND— �n ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL =T INTO STUCCO) 1-1/5' TEXTURED FINISH +� / WOOD, 1/2' TEXTURED FINISH ® CMU / 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 1/8' TEXTURED FINISH • WOOD 1/2' TEXTURED SUB BAND DETAIL ® WALL 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/%'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l12'x4' NOTCH ee END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN -. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesWngroupmom AA B: 0003325 Ji IM m o I -lilt�J avaaiv 4it IAT: ABBOTT PARK LOT #23 BLK #12 PHASE:4C PROAWT# 04 81.04 -2312 MODMIA 3EEB "2260—ELSTON" GARAGE 87NING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C 29 ROLVO a ABOUCFKM AR NO W70 D TS 10/26/21 aCALE: 1/4"=1'-0" artEXT WA6 FOUNDATION NOTES TF-1 -- — F 7 38" 262" 12 4" CONC. E? TOP OF SLAB aO W q o SLAB W I y a I W ~I I~ � Q I ` FM-IBX18 — — — — — — — �\ EXTEND 1 6'-4" ```�` 13'-2" SLAB 1 1/7 10'-2" 4 Y I% I I % \ �I 4" PVC CHASE��\ ro LLI Y LL %SLAB I 8'-2" a a N TA 1 z O >> Iio q 1D It UP TO 2ND FLOOR `, n (FIELD VERIFY ; I u EXACT LOCATION) n 9 iv 9 I r �' I _ — 4 'P —� CV1,C-,-,6x,2 23'-4" U `r I� I � - CWC-16X12 EXTEND g io SLAB, VT 1 EXTEND LFM-16X18 — — 51/2" a SLAB 1 112" '.8"1, 3'-5" 3'-7" I 14'-8" 4" CONC. °D SLAB ao I� wad I� pa LL I I ti fI N Vl L-FM_16X18 W o I > 2 to N 0 q q 1.1 1.1 I '4' 5'-4" '-4" 2'-10" 8'•0" 21'A" 29'-8" FOUNDATION PLAN SCALE: 114" = ,'-0' 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 +-V-0", SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE la" 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 WINDOWNDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. CNDK)ATES #5 BAR, 9401CATES #6 BAR, EDICATES #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", #8 =38�, 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/802.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402602-16, USING: Fm = 2.000 PSI, TYPE "M" ORS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WAWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. I REMARKS 6X6 W1.4XW1.4 OVER 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30'LEGEACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1SX18 16, CONTINUOUS 16' (2)05's FMCASX18 16' CONTINUOUS 16' - (2)#5's VARIES TEA 8" SEE PLAN 8" - (1)#515 -)0'-^ TE-2 17 SEE PLAN ic" - (2)#5's _ .0,-0„ F-24X24 24" 24' 17' (2) 406s (2) #5's _ (+)0p'-0" F2-24X24 24" 24" 16' (2)#5's (2)#5's _ -)p•-0• CW-16X12 18" CONTINUOUS 17, - (2)#5'1 CWC-16X12 16' 1 CONTINUOUS 17 - (2)#5's #51N CURB VARIES F1-30X30 30' 30' 1T (3)#6% (3)#5's (-)0A" Fi-24X24 24' 24" 12, (2)#5's (2)#6s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 yC Al g � rrS 1t �L O yopFj 1}py� aunDiv. a LOT: ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C PIROJ=T# 04181.04C-2312 MOaEi. 3EEB "2260-ELSTON" OARAGE aVIIIING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DwTM 10/26/21 BCAI.>c: 1/4"=1'-0" WWII' si 3� MIN. EACH WAY MONOLITHIC FOOTING P }} STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND P. • _ •..- Jx�` GARAGE DOOR SPACING REQUIREMENTS E E, SPACING REQUIREMENTS —Y • IR: if /x�, ((( RECESS FMB. •, 11 : n o �i 1 .. CORNER BARS, SAME SIZE AS LARGER BAR B' 0 � 8"CMU WALL � > I IN FOUNDATION WITH 30" LEG EACH m H b 8"CMU WALL .I...O WAY AT ALL CHANGES IN DIRECTIONS ° b • -0„ ... SO THAT THE STEEL REINF. IS CONTINUOUS TOPOFTOP p 0vIMASONRY MATCH AMOUNT OF CONTINUOUS BARSCURB FOR OF SLAB SEE SLAB SCHEDULE SIZE 48 BAR DIA a .• S SEE SLAB SCHEDULE TOP OF GARAGEEXT. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET >=p, AT ELEV:BAR PORCH SLABCHAMFER (iSTORY) 0'-0' W/ 1/2" ISOLATIONCHAMFER (WHERE gAND (2S70RY) " #q 2qW/1/2"ISOLATION•` EXT. PORCH SLAB 4" CHAMFER (iSTORV)JOINT 6" CHAMFER (2STORV) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) EE SCHEDULE 3d' JOINT (WHERE. i SEE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST WxD, BAR SIZE SS APPLICABLE A. ) FOR WxD, MR SIZE NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO BAR QUANTITY #7 42' tr AND BAR QUANTITY MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING CORNER BARS DETAIL DOOR OPENING 1 2 SCALE:34"=1'-0 @ GARAGE SCALE: 314"=1'-0" 6CALE:3l4"=1'-0" (1) 05 REBAR VERTICALLY W/ CONIC g w POURED CELL B" CMU m 5 #4 REBAR �24" O.C. a CENTER OF LAP TOP PLATE A MIN. OF 48IS # SLAB AND NAIL W/ , Bd COMMON NAILS, 2-ROWS, 4" O/C BTM.VERIFY HEIGHT LAP TO OCCUR OVER STUDOF WALL W! PLAN so �� 2x4 OR 2x6 WOOD BEARINGPROVIDE BLOCKING WALL W/SYP NEW REINF. BAR No 2 STUDS SEE PLANS FOR CURE ST. PLATE TO SLAB WI •'A• SECU'�y I EPDXYEMIN./EMBED7 i SPACING. SINGLE BTM. PLATE "x9" WEDGE ANCHOR W/ 2' TO BE PT. PROVIDE DBL. TO 4 2" CAPPED 5 8", UNO ENGTH IN HIGH NA PLATEEPDXY T y 4" CONC , REINF. W/ I GALVANIZED PIPE -S ALL 5- /WASHER EMBED. MI6 OC n #10 VWvNt ON I 8 W/FLANGE @ BASE m FOLLOW MANF. SPECIFICATIONS FOR SIMPSON SPH4 OR SPHSX -MIL POLY ETHYLENE LE USE AND I BTM AND TOP PLATE — rc VAPOR BARRIER T0' I § PREPARATION OF W/ S FILL -I WELL -COMPACTED s7 �� a" 4• HOLE. COMMON AILANCHORS ALL CLEAN FILL TERMITE HOLES, DO NOT USE,Od TREATMENT SHALL BE SECURE FLANGE TO SLAB SCHEDULE BORA-CARE SLAB W!(4) 1/4" X 2 1/4" o �,x7[SEE (2) CONT. #4 REBAR 0-0' TOTAPCONS P OF SLAB -� a F2) 4" CHAMFER ("TORY) #5 REBAR ON CHAIRS 6" CHAMFER (2-STORY) 2,000 PSF VIRGIN SOIL OR95%VIRGIN =AND 12.'MIN. DEPTH INTO COMPACTEb SOILSLAB SOIL ZnE IGHTL SS THA HEIGHT LESS THAN 3'4i' IZE EXTERIOR MONO DEEP ADDING BAR TOTY FOOTING W/ BLOCK WALL BOLLARD MONOLITHIC FOUNDATION .INTERIOR CURB FOUNDATION WOOD WALL IA A2 V SCALE: 3M"=1'-0' (W/ UPLIFT) SCALE: 3/4"=1'-0' 6CALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" C/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' LAP 70 OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" Or BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE z f SLAB W/10d MASONRY BTM. PLATE TO BE P7. PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO SLAB W/10d MASONRY AIL NAIL 12" O/C STAGGERED. 12" O!C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL D% CONNECTORS NOT REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO 8" CMU WALL POURED LINTEL CONT. (NP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE TOP OF SLAB m . 2X WALL FRAMING SEE SLAB SCHEDULE 'I' 1/2"'- BOLTS 5" DIA SIMBED TOP OF SLAB � ��,,,� y � SEE SLAB SCHEDULE MIN MINIMUM EMBEDMENT INTO NT I • , ...a ^ 0-0' i 's ... ' GROUTED CELL, 4" FROM ENDS AND TOP OF SLAB s "ISOLATED" COLUMN PAD 16" O.C. VERTICALLY MAX m CENTERED UNDER WALL AND _rT POURED MONOLITHICALLY WITH !. T#� FOUNDATION AND SLAB e J •�' n. SEE SCHEDULE SEE SCHEDULE FOR MD, BAR SIZE t EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ./ AND BAR QUANTITY ,AI 9^j FOR WxD, 0A0. S2E ANDBARQUANITTY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 8 INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 9 SCALE: 3/4"=r-0' (NO UPLIFT) 10 FOOTING AND COL. PAD SCALE: 3 4"=1'-0 BLOCK WALL CONNECTION 11 SCALE: 3 4"=1'-0 scALE: 3 4 =r-a' (N O UPLIFT) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngro I!(I.DOm AA #: 0003325 b rl O O w O 9 SLl1mIV. A6 iAT. ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C Pito"=T* 04 81.04C-23 2 MODZ ` 3EEB "2260—ELSTON" GARAGE 8WING: RIGHT PACE: DETAILS 160 MPH EXP. C A AI No PUNT DATE: 10/26/21 SCALE: 1/4"=1'-0" 829m T S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS MIN. 1D" TREAD W/+' NOSE i o (' 8" CMU WALL PAVERS #4 REBAR (TYP.) o a TOP OF .� TOP OF 3LAB� `0 SLAB SCHEDULE 1/2"RADIUS OR �. CHAMFER [SEE • q • SEE SCHEDULE FOR WAD, BAR SIZE AND BAR QUANRITY w 6 w . .. ! 4 ° • P a '' � •'.• EQ. EQ SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY TRENCHFOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL 1 /7- a SCALE: 3/4'=V01* LAP TOP PLATE A MIN. OF 48' ---.�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING f STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE d5 SPACING REQUIREMENTS BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB WI 1/2"x8" WEDGE ANCHOR W/7' PROVIDE DEL. TOP PLATE WASHER SET IN HIGH STRENGTHrr a EPDXY 5-1/2" EMBED. MIN. 0IT p " SIMPSON SPH4 OR SPHB OC MAX, BTM AND TOP PLATE B" CMU WALL ro ANCHORS W/ 106 x 1 1/2' *- 0' +- COMMON NAILS FILL ALL ♦— TOP OF SLAB 'q' TOP OF SLAB HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE EXT. PORCH SLAB •� . " SEE SLAB SCHEDULE 4" CHAMFER (,STORY) BAR SIZE 48 BAR DIA f rc $ .4 q ° q 4 ,• ' TOP OF SLAB W/ IQ" ISOLATION 8' CHAMFER (2STORY) #3 18" h ♦ ° e . JOINT (VoHERE q�— • • APPLICABLE) i ATCH STEEL 30" 8 e" PVC CHASE REINFORCEMENT F. PER SCHEDULE 36' THRU FOOTING e" PVC CHASE THRU FOOTING SEE SCHEDULE FOR MD, BAR SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5SCALE: C 3/4"=1'-a' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS s 8" CMU WALL B° V SLAB SCHEDULE :SLAB q' SEE SCHEDULE FOR WX0, BAR SIZE AND BAR QUAWM INTERIOR FOUNDATION CMU WALL 4 BCALE. 11,1' 1'-D' 1441 N. RONALD REAGAN BLYD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosWngroup.com AA #: 0003325 fit. Q b O a sun] At LOT. ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C PROMOW 04181.04C-2 121 MODZU 3EEB "2260—ELSTON" 0A1tA0n DINDMe RIGHT PAGM DETAILS 160 MPH EXP. C mm Dw10/28/21 ISCALn: 1/4"=1'-0" diinn'P S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" I N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdasigngroup.mm AA N: 0003325 Q O BU=IV. as LrOT: ABBOTT PARK LOT #23 BLK. #12 PHASE:4C PROJECT# 04181.04 — 3 21 MODMU 3EEB "2260— ELSTON" OARAOB OWING: RIGHT PAOB: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C DAM 10/26/21 BCAL.B: 1/4"=1'-0" 8HEICT s1.2 TIE VERTICAL REBARc TO HORIZOMAL To H 'Z / R R 10" HOOK Z GROUTED BOND BEAM VARIES PER ELEV. .. a — 9 4. 4 .I .a CLEAN OUT REQUIRED FOR INSPECTION "-"' FIN. FLR. • 'p 74 TIE ERTICAL REBAR 4 b TO HORIZONTAL RESAR W/1tl'HOOK —` BAR SIZE 48 BAR DIA �w #3 1 19' Z #4 24" #5 3tl' #6 38 #7 42 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-tl' NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED J g 5 8", UNO z Q FOLLOW ALL MANF. o SPECIFICATIONS FOR I USE AND w PREPARATION OF HOLE. 4 ,4 !.4 STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-01' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD 44 24" HORIZONTALNERTICAL #5 39' REINFORCING 2 36' #7 47' SCALE: #5 BARS ■ e. -''kk 0 t—�f- • CMU UNIT DIMENSIONS ARE NOMINAL SIZES •/%� MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL32750 PH: 407-774-6078 FAA: 407-774-4078 wwwsbdesigngroup.com AA 8: 0003325 q p s�� O C aUNDIV. & W ABBOTT PARK LOT #23 BLK #12 PHASE: 4C PROJECT* 04181.04C-23121 MODXIW 3EEB "2260—EISTON" GAItA*Z BWDCG: RIGHT PAGE: DETAILS 160 MPH EXP. C Dw & 10/28/21 aCAM 1/4"=1'-0" BIKEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAI6 VW(9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 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 REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK O(2)M (2) 2X12 BEAM SCHEDULE ZaUM 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, TO. = THROUGHOUT MARK DESCRIPTION fe I SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP I MID SIZE SPACING Bel MASONRY 3000 8x18 (1)q5 (1)NS N/A GROUTED SOLID BB2 MASONRY 3000 8A (1 48 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8RF14-1T/OM/0 BTM. 6 6'-8- FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrouP•eom L AA k: 0003325 q s 54 54 io ' a g rir A O iLi aUNDIV ee moat ABBOTT PARK LOT #23 BLK. #12 PHASE:4C PROJ1=0 04181.04C-23121 MODRU 3EEB "2260—ELSTON" oA2tAGZ aV"xc: RIGHT PAOM: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C NOTES TO THE INSPECTOR/CONTRACTOR TYP. IINV 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. dry REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1#'` Gt� STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'kiS' b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1iK W/ 30" LAP COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. e �" 91a. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 10' DEEP. VERTICAL REBAR W/ 10' HOOK / / p�FF%'" 8x16 DEL BOND TOP OF 2 BQ BEAM W/(1)#6 BAR BOND BEAM / yp0� EACH COURSE • BOND _ • �c1 ' WB(1 #6 BAR '.,+ BOND BEAM 30' TYPICAL FILLED BOUT I �•M�oY`- U UNFILLED GROUT SOLID FROM P \p NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 �(/ /— CRETE PRE-CAST(1)#5B B 8TEL P�� p� LIN8 LINTELYV/F R(L2) BARIDT NOMINAL _�16-1T/11Y1/ A MASONRY Is LENGTH OF BAR =WIDTH OF HEIGHT CORNER #OF#5'S,TOP OPENING-2• BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THATXFXX-iT/1MAB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM BxS PRE -CAST CONCRETE SCALE: 34"=1'-0' REINFORCING OF BOND BEAM 1 AND XFXX-1T,UM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'-0" TO PLAN FOR LOCATIONS TO AND %UXX-17/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL Of OPENING AND %UXX-1TAMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 311-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BEM AS SHOVM 3 19' PRE :-3 2X6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE. 146 MIN HEAD SIZE.300 SILL z MIN EMBEDMENT 1 1/4") 6' - SLOPE FROM EACH END AND 16' 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL S O SHANK 812E.145 MIN HEAD AS TO ALLOW BEM SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER 18" O.C. MAX. MIN 1.1/4° MIN. 2-12d PER BLK EA END #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOCKED IN EMBEDMENT TOP BOND SHEATHING STANDARD A C IM HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS (4 } ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2'=1'-a' 5 SCALE:34"=1'-0' 3 SCALE: 3/4"=1'-0" J11� �`rI PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I — I SINGLE #5 CORNER BAR, 30x3O TURNED UP I OR TURNED DOWN INTO STEEL REINF. OF II / FILLED CELL BOND. BEAM Q4 II I II / 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.mm L AA#: 0003325 sunDIV, a0 LOT. ABBOTT PARK LOT #23 BLK- #12 PHASE:4C 111"No"wTo 04 81.04C— 312 moDEL• 3EEB "2260—ELSTON" GARAGE EwtxGt RIGHT PAGE: DETAILS %160 PU EXP. C "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BUS ero a5 le•1 1T IT/08 1TMB 1T= TYPE LENGTH � PLAIN 8/8 SOLID TYPE LENGTH lIT 1 T matt MAT 815tt MAT GWIB 16ttn ttn 1rn 1rnM3 1rn9 N 61t8.2T 8/2a2T &24@T 8reexr 02-2T 3'-0' PRECAST 1438 062 3114 4217 5321 GM7531 3'8' PRECAST 689 1024 3'-0 PRECAST I589 3524 4304 5253 5132 7001 24e6 8113 8966 7708 9091 10000 1589 9624 1304 6289 8192 7001 PRECAST 1085 700 23M 3126 3045 4785 5667 4'0' PRECAST 514 783 4'-0" PRECAST 1303 300D 3015 4570 5325 OM4'-0• 1901 Q113 7192 5624 7827 8761 1983 9000 9816 4670 6925 6079 4'-6' PRECAST 819 533 1770 24W 3033 3888 4300 4'4r PRECAST 398 591 4'-B" PRECAST 12D7 2682 3375 4043 4711 6370 1025 5743 7547 0752 W41 7686 12D7 2707 3375 4043 4711 5379 5' 4' PRECAST 931 1247 1099 2580 3123 36M 42W ��" PRECAST 411 411 5'-4" PRECAST 1018 low2374 2044 3513 4084 1310 448D 7195 7342 6750 e250 1016 22M 28M 3309 3061 4084 5'-10' PRECAST 817 1024 1831 200D 2640 30M 3470 5-10' PRECAST 340 339 5-10" PRECAST ow "m1971 2443 2016 3387 11e1 3003 6877 am e64e 577e 00 20e1) 2593 3107 3820 4133 W-W PRECAST 692 1130 3227 3031 3707 4383 Wei 8'-W PRECAST 410 721 8'$" PRECAST 8n 12DI 1678 1866 2882 2709 1139 1 3227 4505 7054 10000 8829 am 1586 2320 2780ti2 3712 TB' PRECAST 570 ON 24M 22D5 2896 31M MIS T$' PRECAST 303 534 T-0' PRECAST 716 900 1181 1452 2025 99e 24M 3406 4864 70w 6472 727 1624 20M 2428 3ZS 9' 4' PRECAST 428 633 7808 22D4 2481 2816 2821 9' d' PRECAST 192 384 9'-4" PRECAST 464 666 7e7 945 1910 e39 1674 2296 3081 4080 4800 672 1318 164E I089 2619 10'-8" PRECAST 388 487 1247 1767 1904 2163 2028 10-0' PRECAST 151 301 10' ' PRECAST 368 468 612 7551042 650 1407 1897 2781 3222 3784 504 It80 1472 I763 I989 11' 4' PRECAST 330 544 1312 1742 2252 2988 3630 11' 4' PRECAST 132 417 11'�" PRECAST 430 408 590 863 777 872 644 1312 1742 2262 2888 3662 488 1042 1972 1843 1470 1710 PRECAST 308 MY 1210 Ism 2048 25M 3101 12'-0' PRECAST 111 3T0 12'-0" PRECAST 1 383 3" 476 Bel m m12'-0' 307 1210 1506 2048 2688 3771 440 910 1900 16e0 1914 1478 13'-• PRECAST 270 433 1045 1355 1732 2157 2535 13'-4" PRECAST 82 208 13'4• PRECAST 308 303 363 464 675 846 414 1046 13es Ira 2316 2805 398 m 1067 1312 1071 12D3 14'-0• PRECAST 254 3e8 us 1272 low1980 2270 14'-0' PRECAST 71 293 14'-0• PRECAST 279 278 30D 443 526 800 390 US I2M ISM19M 23ap 378 717 981 1102 975 1133 14'-8" PRESTRESSED N R. NR NR PRESTRESSED N.R. 2B3 w4r PRESTRESSED 230 422 say an74e 886 45 468 1070 1428 18282 4 227277 2712 71 246 an 980 1237 1474 1715 1&-4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 iv4p PRESTRESSED 224 387 464 574 684 m412 1014 1340 1703 2118 2513 230 ate 908 1134 1353 1572 PRESTRESSED N.R.300 NR NR NR NR NR NR iT-4' PRESTRESSED N.R. 183 1T4' PRESTRESSED 197 326 366 46t 887 ON17'-4• m 1121 1413 1730 2047 192 508 720 501 1135 1312 19'a{' PRESTRESSED N.R NR NR NR NR NR NR PRESTRESSED N.R. 148 19' 4' PRESTRESSED 102 200 348 430 513 505 235 736 959 I= 1467 1716 155 420 023 903 950 1000 21'4" PRESTRESSED NR. NR NR NR NR NR NR 21' 4' PRESTRESSED N.R. 125 21'rt" PRESTRESSED 142 210 306 391 464 527 I80 m 033 1036 lies 1468 142 373 657 8B0 e18 943 22,0 PRESTRESSED N.R. NR NR NR NR NR NR 2Z4r PRESTRESSED N.R. 118 2T-W PRESTRESSED 137 228 29D 360 428 497 165 560 784 092 1203 1381 UT 368 613 w 779 000 24'0 PRESTRESSED N.R NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 246 302 300 418 129 460 654 $24 1014 1147 724 319 455 681 887 703 - 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 M 19-0130.13 .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWigmup.com AA 8: 0003325 a 1lulwiV. Ac IO .. ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C Pitoi cT111 04181.04C-23121 tl[OD>lEls 3EEB "2260-ELSTON" aAleAGM awtN*t RIGHT PACE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIS W/(9)10dx 112"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH ENO 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 2500 LBS SHALL BE FABRICATED W/ A 2x8 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 S" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE a BASE PLATE OR REMARK DESCR6TION REINFORCEMENT D1 4x4 (3 1/70 12") HT74 W/ 5/8" DIA x 5" EXP, SYP- PT, WOOD POST BOLT 4x4 (31/2'x3 12") ABU44 W/ SW DIA. x 5" Q SYP. PT, WOOD POST EXP. BOLT I--------- FIRE 3/4" SUB FLOVZX4 NAILER FOR DRAFTPRE-ENG.STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3l4" PLYWOOD 4 DRAFTSTOP ' 1 PRE-ENG. FLR. JOISTS II 1�1 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFT STOP PLAN VIEWVIEW DRAFT STOP DETAILS SIMPSON LGUM46-SDS WI (4) 3/8" X 4" TITEN HD ANCHORS TO CMU 8 (4) 1/4" X 210 SOS SCREWS TO BEAM q �' II II N u u�-F" a �Zt=' ii ii ii ii ii I�h�l �� II II II II 11 II II II II II II II �-��� II II II II II II II II II II II II e n u u n u u u u u u n n u II II II II II II itIli�lll II II II II II II II II II II III- NI II II II II n Ik inn u u u Ih R u d II II II II II it II l 11 II II II II II II II �" II II " " it II II II II a � II II II II II II II II II II (" ,� II II II II II II II II II II kl I II II I SECURE2X12HDR TO H.DR W/14)0148 "x DBLISI TUDIIS��,WD( NAILS �I 11 II II II n u u u u u u II II II II II II II II II II II II II II II II II II II II II III II ICI II II II II 11 1111 11 II 11 1�1 u u n u n n u II II II II II II II II II II II II II -II it it II II II II II u n n n n n n II 2XiIWOOD BEARING II 11 11 WALL W/SYP NO 2 I II II C TOP OF WOOD II 11 WALL EL. 8'-8". DBL STUDS _ HJ7_ HJJO 1= 4 = HJ7 = SECURE 2X12 HDR PROVIDE DRAFTSTOPPING TOLBWW/MTS-20 === ALONG THIS TRUSS ASTO - DBL W/(14) 0.148"x 212" LIMIT AREA TO 1000 S.F. STUDS NAILS pER FBCR 502.12 47=1 SIMPSON HU28 W/(4)1/4"X ---- -=23/4" TITEN 2 ANCHORS TO CMU 6 (2) 10d X 1 10 GALV. Jan NAILS a NAILS TO TRUSS JIA II 98 tOB 3 PRE FABRICATED I -JOIST 1 C 24" O.C. MAX SIMPSON HETA IB WI(2) _ 12" WOOD PANELS FJ4 =r= FLOOR FRAMING PLAN SCALE: 1/4" - V-0" kIOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesW)gmup.com AA B: 0003325 LAN s r flpk�� a avaaiv S. LO ABBOTT PARK LOT #23 BLK #12 PHASE:4C PlloJECT# 04181. 4C- 312 moaaX.: 3EEB "2260—ELSTON" GARAGE auto: RIGHT PAGE: FLOOR FRAMING PLAN 160 MPH EXP. C DAATTM 10/26/21 scALE: 1/4"=1'—O" atsE "r s3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE C 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING L A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d .1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/1010d TO 842) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4", TRUSS AND (4) 114" x 2 1/4" (12)16d x l �' NAILS TO TRUS6 SHEATHING (9) 10d x 1" NAILS TO 6", 8" z 4'-0" MAY BE ADDED TITEN2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE' GIRDER. PROVIDES' W/ 10d NAILS, 2 ROM, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACIUTATE ONE # 1900 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 Z' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS (18) 10d x 3 a' NAILS TO GIRDER AND 8", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12)18d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1f4" PH: 407-77443078 ADDITIONAL PLY MAX TO ) SIMPSON LGT3-SDS2.5 GIRDER TIEOOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407 774-4078 ix2, 2x WOOD FASCIA SEE ARCHITECTURAL ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) }" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL W.ebdesigngrou www.abdftigngmup.com P•�m .a d 0003325 2x SECURED W/(3)18d x 2 ' TO GIRDER B B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD tx2 SECURED WX 10d TRUSSES 0 24" O/C, ix2, 2x WOOD FASCIA (2) t' x 5" TITEN HD TO CMU AND (18) SDS l' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 17, O/C FOR REVIEW SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOVVNS WITH N O �"x AND APPROVAL 2x SECURED W/1Btl 2 GALV. COMMON NAILS. 5"TITEN HD TO CMU AND (18) SDS }" x 3" ix2 SECURED W/ 10d MA60NRY BOND SCREWS TO GIRDER (EACH TIEDOMJ) MASONRY BOND BEAM GALV. COMMON NAILS AM SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" O/C SESOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 2" COVER 8 2' APART B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS, (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0' 1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=1'-0 2a 2b 2c TYPICAL ROOF SCALE 34"=1'-' GIRDER CONNECTOR(S) 6- MAX (Wnx4) T OR 10-0' MMMOX4) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE ix4 DIAGONAL BTM. CHORD INro rr O i q IL R BRACING, SEE `IL yx tNt PLAN FOR LOCATION I'I3F MAY NOT BE �+ PERE EVA I CFI:IIRF I_IIIICT TO Tf1P PI ATF PRE-ENG (JOIST BW�tB10Cl( SEMITHCO �B LSTA12 20 GAUGE 4500 3/4" WOOD PANELS W/ 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 �� (2) 12" WOOD PANELS 60 (2)12"WOOD PANELS 90 2x LUMBER BTM. CHORD OA WOOD ROOF TRUSSES {2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA TRUSSES KWHEREETWEEN TRLISS(DIAG. BRACE TO COVER 5 TRUSSES I X-BRACING IS PRESENT AT ) 4'f0';O `C. (AT SHEATHINGIV V S v 3ERa T. TIYf70GBB 4500 3/4" WOOD PANELS 6000 (2)12" m22 PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER w/ (2) 12d TOENAILS 5/8" GYPSUM BOARD OR 12" HI 0'-0" TO 30'-0" (1) "X' BRACE SECURE 2x /� STRENGTH CLG. BOARD 30'-1" TO 80'-0 (3) "X' BRACE V f2" PLATE DOUBLE TOP PLATE LVUI-JOIST WITH (1) BRACE DI CENTER TO BLK W/ 12" DIA sl .T. BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT WN 7' 2x4 OR 2x6 WOOD BEARING lx4 BTM. CHORD BRACING B'-0" O/C END WALL OR OTHER FROM CENTER TO END, WASHER SET IN HIGH WALL W/ SYP No 2 STUDS SEE MAX_ OR 2z4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY S' PLANS FOR SPACING. SINGLE 1CO O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL N. EMBED. AT 32' CC BTM- PLATE TO BE PT. PROVIDE BLOCKING COMMON NAILS AT EACH CHORD MAX. PROVIDE DBL. TOP PLATE AV 12" GYP. WL. BD. INTERSECTION TYP. P.T. PLATE W/ 12d's 8" PRE-ENG GABLE TRUSS SEC GABLE OM STIFFSACK (AS PER O.C. MAX ('��BTM. CHORD BRACING TRUSS ENG) ONT 2x4SECUREDW/ Od' EACH TRUSS su*Dm arror ABBOTT PARK LOT #23 BLK #12 PHASE: 4C PROJECT* 04181.04C-23121 MODZU 3EEB "2260-ELSTON" CARAOE 811DIM: RIGHT PACE: DETAILS (I -JOIST) 160 MPH EXP. C < 215•D SG'L. STUD BE USED PARALLEL TYPICAL LEDGER a USED SO LONG AS THEY CONFORM TO THE OUTER 113OF TO I -JOIST FOLLOWING Aa' SPAN ONLY 2 ENSURE THAT EXP. BOLTSAR LEDGER SHOULD S ARE PLACED INTO GROUTED CELLS, 8"ALL AROUND BOLT. EDGE 2, SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A- SIMPSON IUS1.81/18 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS 1% V ,,,!rFHOLE EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6"O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. 5, ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND EMBED (14) 1Od GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE SECURE BT. PLATE TO HTT4 W/5/8"A.B. WITH 0 SCALE: ?J4"=1'-0" (2) 1 5 CH U rS-11-111MArONRYNAIL MIN. 7" EMBEDMENT TO BE INSTALLED 12" O/C STAGGERED. TO SLAB 8 (18)16d x 10'-0" O.C. MAX ADDITIONAL METAL 2-112"NAIL6 TG POST.' PERPENDICULAR TO I -JOIST CONNECTORS NOT POST TO SIT DIRECTLY REQUIRED WHEN NO ON SLAB (2) 2X12 TRUSS BRG. OR HTM MAX. END SYP. P.T. UPLIFT IS PRESENT. 2a" MAX.MAxW/ 24" MAX. Wi SEE SCHEDULE FOR OF SHEATHING IJasT I.IOIST SPACING FRONT BOND BEAM REQ. 4• SEE FRAMING PLAN 2 TYP. TYP. LEDGER J�R�EAR] END OF .4.LEDGER BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLTLEDGER BOARD TO J-BOLT OR TITEN BOLTS I -JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USEDPERPENDICULAR W/2'. WASHER 1,512" LEDGER BLOCK WALL W/ GABLE END Y SCALE: 3/4"=1'-0' S SCALE: 3/4"=1'-V' WITH (JOIST MIN. EMBED. (TYP) "7 (NO UPLIFT) PRE-ENG'D TRUSS SCALE:3/4"=1`°' PARALLEL TO I -JOIST (2)2X8 21 MAX. W/ 24" MAX. WI S" MAX. END SYP. P. T. OF SHEATHING IJ 1 Id013T SPACING FRONT fir SEE FRAMING PLAN TYP. TYP. LEDGER .L. END OF 65 --NOTCH DEPTH 1/4'D o • • LEDGER a ty 0 BOARD z w w X _ HOLE EDGE>5/8" LEDGER BOARD TO W/ 3"BM A E B D REAR f. HOLE DIAMETER2X8 SYP ,Y m THE USE OF ALTERNATE MATERIALS MAY BE C- SIMPSON MIU3.56/16 G< 2900 LBS, U< 210 LBS W/(4)W4"°WEDGE-BOLT/J-BOLT, 5" MIN, EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) IW-12" GALV. NAILS TOJOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIDA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE IRL ENDDEITAN08 CENTML8PAM BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" SUBJECT TO FI AND F2 FORCES. PLATE < 3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TOJOIST AW q DOUBLE SYP 1,8 1/4" 8" 24" O/C MAX. B DOUBLE SYP 2.12 1 (2) 3/4" 1 8" 24" O/C MAX. E - 85749 SIMPSON MIU4.75/18 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. SSW FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3' EMBEDMENT. S. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLTIJ-BOLTRITEN BOLTS DAR M 10/26/21 W/ 5-1/2" MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS aaAi.X:1/4"=1'-0" 8 AND BORING LIMITS �ATTACHMENT DETAIL 10 WOOD LEDGER DETAIL I -JOIST „ ALTERNATE MATERIALS SHEET SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' I 1 SCALE: 3/4"=1'-0' S 3 • I A SIMPSON H6 W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON HB W/ EACH END WOIST LVLJ PLATE STRAPS W/ tOd x 1 1/2" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" 8" CMU WALL REINF. PER PLAN PER ELEVATION PER ELEVATION ,L 2.4 P.T. CEILING NAILER W MASONRY NAILS a17'OC. iX2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; [STAGGERED AS SHOWN #e WOOD SCREWS DBL. 2X8 SYP #2 LEDGER. x 2" LONG 3" O C; SEE FLOOR JOIST LEDGER STAGGERED OFF CENTERLINE SCHEDULE, 10/S3.1A 8" CMU WALL ti ._ 3/4" AS SHOWN TAPCONS REINF. PER PLAN 2, P ELEVATION3Fj FRAM (SEE " IJOIST (SEE FRAMING PLAN) r? FRAMING PLAN) P ELEVATION 24• MAx (2) 2x4 P.T. W/ k' DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A 12 O.0 , v SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 scALE: 3/a"=r-Ir' iX2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR BEARING ON EXTERIOR WALL(Dja SCALE: 3!4"=1•A• PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS G SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX D 2X4 DIAGONAL BTM. CHORD QL V TIC BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK . . , W/ TRUSS PLAN TRUSS TO TOP PLATE 618" GYPSUM BOARD OR 12" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7' �^'-' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 8' MIN. GALV. NAILS. led TOENAILS SLAB. SEE EMBED, AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE T02x8 P T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE Ilk • PROVIDE BLOCKING o• •o' r SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. ` AND TOP PLATE ANCHORS W/ SECURE BT. PLATE TO SLAB VJ/ 10d x 1 1/2" COMMON NAILS 1/2"x9" WEDGE ANCHOR W T CONT. 2x4 SECURED W/(2)10d's@EACH ALL HOLES, DO NOT USE ioa 3" WASHERx SET IN HIGH STRENGTH TRUSSiVVOOD POST CONNECTIONS' TRUSS TO BE INSTALLED 10'-0"O.C. MAX. EPDXY 5-112" EMBED. MIN. 016' 1 0a 10b 10. OC MAX. SCALE: 3/4"=V-8' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL • TRUBSTO POST CONNECTION A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • !. 8- SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SOS,(1)5/8"°A.T.R. TOHDU4 AND (10)1/4"X212"SDSTO POST TRUSS CONNECTION L.B.W. 9a gb POST TO BLAB CONNECTION SCALE: 3/4"=1'-8' A8B - SIMPSON ABU44Z POST BASE <U: 1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G: 10,335 W/ 518 DIA x 6" EXP. BOLT C_61MP60N HTT5 POST ON SLAB <U:4,565 W/ 5/8' AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdesigngfoup.com AA #: 0003325 b C CNJ atTSDIV. 89 LOT: ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C PROJWTI/ 04181.04C-231 1 HODBL• 3EEB "2260-ELSTON" GAP_&GZ av DMi RIGHT PAOB: DETAILS (I -JOIST) 160 MPH EXP. C DA 10/28/21 QCALE: 1/4•=f-0" aHZ= S3.1B 4 S2. b Y 0 TTOP- OF DECK - -�� OPEN ,-�'�� I 4=-------------=J 14 ro Y 2'-8" 9'.0" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774.4078 www.abdeaigngroup.00m L AA #: 0003325 x� � to S 8 d� o a �ca C g 0. 1 I I L StMDIV. & LOT: ABBOTT PARK LOT #23 BLK #12 PHASE: 4C Pm0jmcT* 04181.04C-23121 MODUZA 3EEB "2260-ELSTON" OARACM 8WING: RIGHT PACE: SECOND FLOOR DECK PLAN 160 MPH EXP. C RDrr DATIM 10/26/21 8CAI"lc: 1/4"=1'-0" asfz 'P S4 DBL. TOP PLATE CONT. LAPTOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 112" PLYWOOD ;; INSTALLATION. PROVIDE 12" FILLER(S). NAIL ALL TOGETHER 6 PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, ALL TOGETHER W/ 16d 2-ROWS, WOC, COMMON NAILS, 2-ROWS, 6' 0.0 SHORT 2. STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO DIA. x 8" MIN, EXPANSION WINDOW JACK STUD 2z NAILED INTO BOLT W/ 30 OVERSIZED JL INSIDE AND OUTSIDE PLY OF WASHERS PLACED 16" O.C. 4" MIN. CONIC. EMBEDMENT SECTION A FILLER BELOW W/ -A COMMON NAILS, 6'' O. O.C. ® SHORT 2x STUDS BENEATH WINDOWSILLS 2x6 BLOCKING FOR SHUTTER ON. INSTALLATION. PROVIDE 12' PLYWOOD NAIL 2x MID -HEIGHT BLOCKING i ALL TOGETHER W/ 16d AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6" W/ (2) 16d TOE-NALS, EACH 2X HEADER SEE PLAN FOR O.C. END SIZE AND QUANITY b PROVIDE 1x WOOD FILLER(S). Q NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6" SIMPSON H10A W/ 10dx 1 12' 6EC KO.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPH8 TOP & BOTTOM NMIN. TOP PLATESPUCE STUD PLATE TIES W/lldx1 AND NAIL W/ 1111 112" GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL EVERY HOLE. O NOT USE 3" LONG NAILS / b j B I BTM. MEMBER OF TOP —J �iyRZ JI PLATE SPLICE MUST OCCUR OVER STUD. LSTA18 W/ 10dx3" GALV. COMMON NAILS, (7) EACH END TOTAL OF 14 2x MID -HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS TYP. SEE SCHED OR # STUDS ONLY FL#17244 JACK STUDS W/ (2) 16d NAILS EACH END NDER s b HEADER SEE SCHED FOR # FULL HEIGHT 2x STUDS �O DIA X 8" IN EXP. BOLT W/ 4" TYP. I}- 4" TYP. 3X3 OVERSIZED WASHERS PLACED 4" 32" O/C 6" MIN CONC.EMBED. 32" MAX 16" MAX. , „ 16" MAX (3) 2x12 HEADER PROVIDE DBL. TOP PLATE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — O.0 NI", LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. 2x STUDS SPACING SPECIFIED ON PLANS �4 III•'1 (4) 2x STUDS IN CORNER. NAIL THE (31 CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2z6 (2)2x8 (3)2zB (2)2z10 (3)2x10 (2)2x12 (3)2x12 SND8P+1CU OWIX 9IIASP#=*2:0.0. 0 2ft rn a 2 2x4 2 2x4 2 2x4 (3)2X4 (3)2X4 NERM 11IMPLAN SPAN KINGS SPAN KINGS 2x6 (2)2x6 (2)2x6 (2)2z6 (2)2x6 (2)2x6 (2)216 (3 2x8 3-4ft 0-2ft 3-4ft 1 2 0-2R 3-4ft i 2 2x4 2x4 2 2x4 2 2x4 2 2x4 (3)2x4 (3) 2X4 2x6 2X6 2x8 (2)2x6 (2)2x6 (2)2x6 (2)2x8 (2)2x6 2x4 2.4 2X4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5 - 6ft 3 5-eft 2 5 - 6ft 7-8R O m 2z6 2x6 2x6 2x6 2.6 2) 2x8 (2) 2x6 (2) 2x6 7 - 8 ft 3 7 - 8 ft 3 2x4 2X4 2x4 2X4 2 2x4 2 2X4 2 2z4 2 2x4 B-10R 5 B-tOR 3 24 2x6 2x6 2x6 216 2x6 24 (2)2)6 2X4 2x4 2x4 2x4 2 2x4 2 2x4 2 2z4 2 2x4 10- 12ft 5 10- 12 ft 4 2X62x62X8x8x6 2x62X8 EE 2X4 2x4 2.4 2x4 2x4 2 2x4 2 2x4 2 2x4 2x6 2X6 2x6 2.6 1 2x6 1 24 2x6 2x8 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL 1 SCALE: 3/4"=1'-0' PROVIDE (3) STUDS @­' "—NAIL STUDS / NAIL STUDS— CORNERS LAPTOP TOGETHER W/ TOGETHER W/ PLATE MEMBERS 12d @ 12' O.C. 12d a 12' O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS@ —J/// PLYWOOD SHEATHING, "ROOFAVALU LOOR SHEATHING CORNERS LAPTOP SEE "ROOF/WALL/FLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' C2 D 16" MAX. PROVIDE (3) STUDS 0 CORNERS LAP TOP PLATE MEMBERS 10" MAX. Cl EXTERIOR MASONRY/WOOD PROVIDE (3) STUDS @ —� CONNECTIONS CORNERS LAPTOP PLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 VERT, STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TVP.) 121111Z' O.C. 12" DIA. SIMPSONTITEN BOLTS 5" MINIMUM 1/2" DIA. SIMPSON TITEN BOLTS 6" MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED FDj "ROOF/WALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16" O/C, VERTICALLY MAX 10" O/C, VERTICALLY MAX C3 NAIL STUDS TOGETHER W/ 12da12'O.C. SHEATHING ON INTERB A EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (1) 2x TO BLOCK ON 2x4 WALL (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT- STUDS SOAS (2) 2x TO BLOCK ON 2x6 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 1441 N. RONALD REARAN BWD. IONOW00D, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.abdes4Mgroup.com AA A: 0003325 b i1 O rr auumv. as LOT. ABBOTT PARE LOT #23 BLK- #12 PHASE: 4C PROJECT* 04 .04C-2312 MODMI 4 3EEB "2260-ELSTON" GARAOM SWING: RIGHT PADS: DETAILS 160 MPH E . C DATE: 10/26/21 SCALE: 1/4"=1'—O" sHE= S4.1A SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 Www.afidesigngroup.a AA 8: 0003328 m AM y c 0 suimm & LOT: ABBOTT PARK LOT #23 BLK #12 PHASE:4C PRO"=T# 4 81.04C-2312 MODEL" 3EEB "2260—ELSTON" GARAGE 8VflK0e RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C DRINT A 10/26/21 SCALE 1/4-=1'-0" SMEET S 4- . FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x1 12" 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/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 REVIEWAND 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 P8S38, .177" ` x 2 7/8" LONG, WITH WASHER Q 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 OTHERISE. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK D(2)2x9 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / 7.0 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 f, (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 287 MASONRY 3000 Bx16 11101 NA GROUTED SOLD N/ABB2 GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-1T/OM/OB 1 I I LING PROVIDE 882 1 WHERE ROOFTRUSSES BEAR. TOP OF WALL ; 1 EL. 17'-4" UNO 1 I � SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 d N k [ABBOTT LAT. PARKOT #23 BLK" #12PHASE:4CROJIDCT111 4181.04C-23 MOaai. 3EEB "2260-ELSTON" OAVAOZ OWING: I RIGHT PAca: SECOND FLOOR IFT BEAM PLAN AND NOTES 160 MPH EXP. C NN' DA mT 10/28/2i 114 sCA X: 1/4"=1'-0" SHE= s5 "LOTTIS CONCRETE" / "CUST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 81506 16-1 IT ITIOB ITms ITIN TYPE LENGTH U PLAIN 818 SOLID TYPE LENGTH IT 6n6.1T Bt2D-1T 1IT 8028-IT W32-IT 61618 e•lrn ITn 1Tn r�I6 true aB62T 8I16-2T VA-2T a124.2T 602T 6I32,2T 3'-0' PRECAST 1436 662 3114 4217 6321 6428 7531 -0' 3'PRECAST 888 1024 3' 8' PRECAST 1589 304 4364 5203 $132 7001 24e6 8113 sass nos 9031 10000 1689 352.4 4904 5263 8192 7001 4'-W PRECAST 1066 700 2305 3126 3945 4785 5667 4'-0' PRECAST 514 763 V4r PRECAST 1303 3000 3816 4670 6326 we 1961 6113 7102 am 7627 8751 1383 3060 3815 4670 6325 6079 4'4' PRECAST 619 533 1770 2400 3033 35M 4=0 f4r PRECAST 398 591 4W PRECAST 1207 2582 3375 4043 4711 6379 1625 5743 7647 V52 6541 7566 1207 270T 3375 4043 4711 5379 S 4• PRECAST 931 1247 I= 2560 3123 3e86 420 PRECAST 411 411 5'�' PRECAST 1018 IBM 2374 2944 W13 4064 1319 44W 7106 7342 6Ta0 am5r1" 1018 2278 28M 3390 3081 4064 5-10' PRECAST 817 1024 1631 20W 260 3009 3470 5-10' PRECAST 340 339 SAW PRECAST Bop 14M Is" 2443 2p15 3387 1161 3893 5877 ease am Me 92D 2080 2603 3107 300 4133 8-0' PRECAST 692 1130 3227 3031 3707 4393 soot 8 8' PRECAST 410 721 8'-0" PRECAST ex 12D1 Ism less 2332 27M 1139 3227 460e 7054 I0000 8825 895 less 23M 2790 Sal 3712 T$' PRECAST 670 We 2498 22D5 2896 3191 3085 T-0' PRECAST 303 534 T48" PRECAST 71s Boa 1181 1402 IM 2D26 on2490 3406 4064 7067 6472 TV 1424 2M5 2426 2827 322E WAI PRECAST 428 ass 1503 2204 2481 2016 ml �� PRECAST 192 384 9'-4" PRECAST 454 59e TOT 08 1120 1310 639 1674 2206 3081 4000 4899 572 1318 1643 1900 2164 2510 10'4' PRECAST 388 497 1247 1707 1904 2103 2028 10'-0 PRECAST 151 301 10 6" PRECAST 356 468 612 765 w 1042 rioa 1407 1807 278I 3222 3784 604 Ilea 7472 1703 1710 I9M 11'�• PRECAST 330 5" 1312 1742 2252 2969 3e30 11'-4' PRECAST 132 417 11'r4' PRECAST 43D 406 530 ee3 m 872 544 7312 1742 2262 2889 3652 488 1042 1372 1849 1470 1710 12'-0' PRECAST 308 BU 1210 16BB 2048 25e8 3101 12'40' PRECAST 111 370 12'4" PRECAST 988 386 476 Bel on 783 507 1210 Ism 2048 2685 3171 440 940 1300 Ism 1314 1476 13' 4' PRECAST 270 433 1046 1385 1732 2157 2635 13'-4' PRECAST 82 298 13'�' PRECAST 308 303 323 484 575 us 414 1046 1305 1732 2316 2606 308 780 1057 1312 1071 1203 14'-0" PRECAST 254 398 978 1272 low 1988 2279 14'-0' PRECAST 71 293 14'-0" PRECAST 279 278 380 443 528 ON 300 US 1272 teas 19M 23N 370 TIT Sal 1t92 975 1133 14'$" PRESTRESSED N.R NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'$' PRESTRESSED no 422 Bps 826 Ty 885 468 Ion Un 1824 2277 2712 246 863 8B0 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'4' PRESTRESSED N.R. 262 15'-4" PRESTRESSED 224 387 464 574 e84 m 412 1014 1340 1T03 2118 2513 230 Ole we 1134 1353 1572 PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1T-4' PRESTRESSED 187 328 365 451 e87 Boo 300 am 1121 1413 1739 2047 102 80e 720 501 1135 1312 19a{" PRESTRESSED N.R. NR NR NR NR NR NR 19'�• PRESTRESSED N.R. 148 19''�" PRESTRESSED 182 298 348 430 513 50 235 730 959 1200 1407 ma l66 429 623 803 960 lose 21'-4" PRESTRESSED N.R NR NR NR NR NR NR 21' 4• PRESTRESSED N.R. 125 21'-4• PRESTRESSED 142 210 308 361 454 527 780 see 833 1038 1108 1468 142 373 537 e90 ate 943 22'-0' PRESTRESSED N.R NR NR NR NR NR NR 22V PRESTRESSED N.R. 116 22'4' PRESTRESSED 137 228 2B0 859 428 497 165 650 784 092 1203 ISM 137 358 513 869 770 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 2dV-0" PRESTRESSED N.R. 91 24'.d' PRESTRESSED I' 174 246 302 380 418 129 450 854 824 1014 1147 124 319 455 581 087 1 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES• SY 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 M 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA 8: 0003325 h o e ssy�� g all pg� a [BUNDIV. A4 LOT: ABBOTT PARK LOT #23 BLK. #12 PHASE: 4C PROJECT# 4181.04C-23 2 MODEL: 3EEB "2260—ELSTON" Ow>twOE a�7o: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C Dw10/26/21 SCALE: 1/4"=1'-0" sign:= S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 Wtl (9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/Z' 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, S. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDERTHE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, VUTTH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. 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 TOASTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" - V-0" 9 i 9 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngmup.com AA A: 0003325 h m o � a rr O o d 7S Oumiv. a L049 ABBOTT PARK LOT #23 BLK #12 PHASE: 4C Pito"=T# 04181.04C-23121 MODM l 3EEB "2260—ELSTON" GARAGE DWINGt RIGHT PAGE- ROOF FRAMING PLAN 160 MPH EXP. C NO DATIM 10/28/21 SCALE: 1/4"=1"-0" SHEET s6 GABLE -END 1--" ice- HIP ROOF x�L ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (80.70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n = 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2r - 82.90 PSF (92.90) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE IN PRESSURE COEFFICIENT:-/-0.18 ROOF DMPMRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32-STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP i (40M).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS Q C O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH I CO. TENSILE STR. SHANK ASTM 10d RING SHANK 2 12" 0.131 F1667 SCREW SHAH 170,000 RING 1 6-20 RINGS PER RSRS-03 8tl RING SHANK, 2 3/8" 0.113 SCREW SHANK INCH) RSRS-01 8d RING SHANK PNEUMATIC 2316' 0,113 F1667 SCREW-NAILSI I RSRS-01 EXTERIOR SHEATHING USE 112" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT C O.C. AT PANEL SIDES AND 8d RING SHANKGUN NAILS4"O.C. TOP BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 10d NAILS Q 4" O.C. ON EDGE ANDS' O.C. IN FIELD ZONE 2e, 2", 2C 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. IOd NAILS G 4" O.C. ON EDGE AND 4" O.C. INFIELD NOTE. ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAUB G4'OC. TOP 8 BOTTCM FJX'ES 2® y0 rc S TYP. EXT. SHEATHING ATTACHMENT I" BUILDING LENGTH �r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR A.LE END FRAMINGND FRAMING N:OIE: GASLES-DROP GABLE END & (1) ADD'L DROPPED TRUSS 214 02 SYP OUTLOOKER RAFTER W/ BLOCKING a i6.0.C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP BLOCKING Q 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANKGUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING -#8 2" DECK SCREWS 0 6'-e" O.C. MAX EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC 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 SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOYM. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD npncpnw nt 10 psf BTM CHORD +Ion-croncumnt DEAD LOAD DEAD LOAD ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL SE 314". WOOD. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CWIMFERED 3W, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., S WILL BE SOUTHERN PINE NO. 2 OR BETTER. R, = 1100 PSI AND A MODULUS OF POLYND ETHYLENE PROVIDE 6#til CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE lWOBtN15LPBSONGfUlA1DWF6EINOICAT®ON E RIERMEMB VAPORLED ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SWILL BE DRAWINGS. BEAMS LAPPED fi INCHES ADHESIVE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SWILL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE W TH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -NARK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTUIRAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAI AS SPACED T W OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36"x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. p f TOP CHORD 20 psf TOP CHORD (7 psf BTM CHORD 5 psf BIN CHORD ASPHALT SHINGLES) (W psf w/ ND GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 10 psf (7 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM TH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MIWI NIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THE HEIGHT OF THE BALCONY LIVE LOAD 80 Psf WALL' STAIRS LIVE LOAD 40 psf UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0. 036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION'., AND "SCSI LATEST EDITIONF COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE40NNECTED WOOD TRUSSES, TRUSS MANUFACTURER W ILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WND: DEAD LOAD SPEED =160 MPH 3. SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY' PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "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 SHOP DRAWINGS W LL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVA IONS DIMENSIONS ETC. 1 E WTH THE T T ALL BLOCK WALLS SHALL TN HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE RENEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. CE WITH MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE fill = 2000 PSI. BLOCK SHALL BE PLACED USING R OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW TUGS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLE S OTHERWISE NOTED. LAY UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE S ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE ACT ASTM C-476 ANDS L IDEA MINIMUM COMPRESSIVE STRENGTH OF 0 PSI T 28 DAYS UNLESS HA L PROVIDE E 30 0 A , DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFIED SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION ATI TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTUNED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 85%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE, S PECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Py = 38 kei FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM / 500 F = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E OR F = A500 A M GRADES Y Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE 35 ksiTUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. . 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTBwa SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIXDESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PPoORTO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'* PRIOR TO THE ADDITION OF PLASTIQZEi SHALL BE TIGHTENED I N ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THEREQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-0OLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A 8ATC41 IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANUOR WEATHER 1-12" FOR 05 AND SMALLER T FOR #6 AND LARGER C. FOR CONCRETE NOT E)POSEDTOWEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/1' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRIM FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION SIF AEMARICS APPLICATION I SIZE TYPE SPACING REMARKS I#PT NRRINGm CASEHARDENADCOIL E OC GARAGE DOOR BLACK /<".1 TAPCON MASONRY 8„ EMBED. <"FNOgST., NA40NRY ICONC. NNL1 -LONG. 9DNRYICONC. NO WASHER FASTENER rz-DIST SGD. AI.IXT. DOORS CASE HAPDBI®COIL 8°OC WINOOWIq)OR/fASTENED GPRADE DDOR BLACK BM12"qAR E%PANBIONBOLT IS'OIC Iy&'DUN EMBED., 4°EIIDDIST., Ix PT. SEENOTEB NWL11/Y'LONG. STAGGERED INTO IMSONRYKONC. AN-9DN2YIWNC. TMErAL -I -DWI 9 "EDGE-T. wN Bxx CASEHARDENEDCDIL a°ac wwOowlOoow fASraED STRAPro CONTACT THIS ENGINEER FOR SPACING 1x PT. SEENOrEe NALI1-ONG. STAGGERED 1-MABGNR1IcoNc. AsoNmlcoNa REQUIREMENTS EM. SWING ODOR MBn6°dA TAPCOM I Irz"EMA-BEND. 18'OE BUCKY PT, SEE NOTES WASHER FASTNER DIS1.,1 trz"EDGE DLSr. 3xm YANDOW BUCK 0.1NI' PAF. Yf9° S"LAC 4"END. deT.,1 WI12' PT TO STEEL WL., SEP WASHER STAGGER® EDGE DIBf. 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. W NDOW AND DOOR BUCKS SHALL BEAS WDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE 1441 IN RONALD REAGAN BIND. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdeslgngroup.mm AA #: 0003325 � Lim r 4i C sUDDIV. & L0761 ABBOTT PARK LOT #23 BLK. #12 PHASE:4C PROJffiCT11F 4 81.04C- 3 1 MOD=* 3EEB "2260-ELSTON" GARAOLI 8WING: RIGHT PALM: DETAILS 160 MPH EXP. C 9 f-, R@LM�J A ABOUOKACRA L �.�AR NO OWM A D TM 10/28/21 ECAL M: 1/4"=1'-O" & ICT SNI • I © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA> I O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASC r1CTA 11 A f wvfrf O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) SCIA WOOD ARD BY OTHERS 7U STAPLES INSTALLED THRU SOFFITAND J-CHANNEL AT NAIL FIT 1Q HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO EL 30 (2)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 ,rSTAPLESINSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MA)C. O.C. J" MAX.-c4lo- DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER EMB. WOOD BATTEN 7��J-CHANNEL O3 v DETAIL B �mAlx J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS IT 10 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 O SOFFITS" I 30 J-CHANNEL J" MAX: IYCTA 11 C wvi 1llf YlYLL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN' EAVE WIDTH (ROOF OVERHANG) SEE DETAIL'A'— SEE DETAIL'E'J EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END CONCRETE; CMU OR WOOD (NOTE:1) O FFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/JI-CHANNEL J-CHANNEL @ WALL AND FASCIA END O SOFFIT---' 1—INSTALLATION SCREW, Q J-CHANNEL— BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. ,.,-STAPLESINSTALLED@ DETAIL C 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) TRUSSMOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) —WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. i,;iiitFiiiF..,.• •. tf=;is 3.519 ?;;+i==::;_:• • 375 .375 •s, 49 3.625 3.625 .66 5 .08 .03 12� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 aulwiV. a LOT. ABBOTT PARK LOT #23 BLK #12 PHASE:4C PIROJECT# 4181.04C- 3 2 MODEL• 3EEB "2260-ELSTON" GARAGE 8WOM= RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C bCA=: 1/4-=1 a!lMET sD1