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HomeMy WebLinkAbout38362 Sonnet Landing AveA 99 2260-3EEB-ELSTON,99 N c HOMES 12602 TELECOM DRIVE, TAMPA, FI 33637 Tal= (813) 740-9720 Fax- (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX DI', DRAWINGS -FLORIDA BULLDWG CODE, RESIDENTIAL ARV. ABOVE LAV. LAVATORY DATE DESCRIPTION 7TH EDITION (2020) -AIL LOCAL AND STATE CODES AC AD). . AIR CONDITIONING LUM. ADJUSTABLE SMTFC. LUMINOUS MEDIUFINEECABI CABINET T 01A0/11 2-STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION 0IA2A0 510 SET ISSUED DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :OCCUPANCY -OCCUPANCY - RESIDENTIAL, GROUP R3 TYPE - VB •MIN. INTERIOR ETNISH - CLASS B 'BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH :EXPOSURE - c -I -STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AMP. BD. CL CAR cLo. CLI CONC. C. C.T.. D. DBI- AMPERAGE MIN. BOARD M.T. CENTER124E MTD CABINET MIT. CEILING N.T.S. CLEAR O.C. CONCRETE PI. CARPET P.B. DRYERCERAMcTILE PH. DRYER PLT. HOUR LE PLYWD. MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO WALE ON CENTER PROPERTYLwe PUSH HONE TON PHONE PLATE PLYWOOD PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN FIG AI.A—STAIR SECTION/DETAILS _ PG A3GSELEVATION ECOND FLOOR G' FRONT & REAR PG A4G—ELEVATION 'G' LEFT & RIGHT VV22/I6 2011 FBC UPDATE 02/VVIS STONE ELEVATIONS ADDED 02A510 CONSTRICTION DOCUMENTS ISSUED ��� FOOTING REVISION PER M. BOWES 08M/IS NCG%iPORATE I -JOIST DETAILS FRAMING PLANS PER M. EtOWES 01AIA8 CONSTRUCTION DOCUMENTS RE -ISSUED OWVAS BOLLARD DETAIL REVISED AND STATE CODES nu. DIM. DISP. DP. DR D.S. DTL DUAL GLAZE DIAMETER PT. DIMENSION R. DISPOSAL RAD. DEEP R.Ao. DOOR REF. DOWNSPOUT RM. DETAIL R.O.ROUGH PAM PRESSURE TREATED RISER RADIUS RETURN AIR ORILL REFRIGERATOR ROOM OPENING PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN 006119 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SI2A STATE OF FLORIDA SQ.FT. CALC.�S 02A5/B TRUSS ID'S ADDED TO FRAMING SWEET 02415/19 PLAN MAINTENANCE ISTFLRLIVING Sol 60.FT. 04/0V9 REVISED LINTEL SIZE. ENTRY PROFESSIONAL ARCHITECT: D.W. DISHWASHER R.C. SOLID CORE EXTDR PG DI -DETAILS ROLAND A. ABOUCHACRA AR No. 93723 2ND FLR LIVING 1,353 5a. FT. TOTALLIVNG 2,260 50.FT. 453 SQ. FT. ENTRY 64 5Q. FT. EA. ELEV. E.Q ExR EXT. P.o.Ex. EACH S.D. ELEVATION S.H. EQUAL SHT. EXHAUST SHTHG. EXTERIOR SHWR. FIXED GLASS suH. SMOKE DETECTOR SINoLFNuNG SHEET SHEATHING SHOWER SIMILAR PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WA1—WALL ASSEMBLY DETAILS 04/16AS UPDATED LEDGER BOLT SIZE / SPACING 06/349 ADDED LED LIGHTS • KITCHEN H BATHROOMS PER MARK BODES OSMA9 LEDGER BOLT SPACING REVISED 10A5AIJ ADDED 150'D LAYOUT A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 2,TTT SOLFT. 8XI0 PATIO SO 50. FT. F.O. FIN. FLR. FLUOR I& DR. FIG. GA OAR. DISP. O.F.I. GL FUELOAS SL FINISH ST.GL FLUOR STD. FLUORESCENT SM FRENCH DOOR FOOTING TEMP. GAG r E . GARBAGE DISPOSAL T.O.C. GROUND-FAULTCIRCUIT T.O.P. INTER T.O. BLASE PIER TO.R. SLIDING SLIDING GLASS STANDARD SIEARWALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF B TYPICAL PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 03/0WO REVISED DETAIL ON SHEET D2 OPT. W-O' CLG. W.I. 05/01/10 REVSED STAIRCASE AMID STAIR SECTION DETAIL ����� PANTRY DOOR REVISED TO 1.6 OPT. B'•0' GLG. W.T. 0„m,�, 2020FacUPDATE STRUCTURAL SHEET DESCRIPTION GYP Ra AD IHIDca HOT, NSUL H GYPSUM O.N.O. HOSE °HE,ADER OLLOCORE W. MIGHT GHHTTWU MGTON WD. SED WISE OTHERWISE VAPOR WARHERRO°F WITH WOOD PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.iH—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. HIT. INTERIOR WOW. W`H W.I. WINDOW WATER HEATER WROUGHT IRON PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS 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 S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.lA—DETAILS PG S3.1B—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.IA—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES RESPONSIBILITY FOR INTERPRETATIONS OF PG S5.1A—SAFE LOAD TABLES CONSTRUCTION BY THE BUILDER WHEN NO RFI'S HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. PG S6—ROOF FRAMING PLAN PG SN1—DETAILS 2021 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 951/aMAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL T MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R30Z6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PILWAIIIING 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 %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3DD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL 00VERINGS 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 EXTERIORFSRNIM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-C1787, 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESNRTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CELWNS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATM CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTER PRETA17ON OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SGFF173 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 b Y a aysaiv 4b LOT: ABBOTT PARK LOT #8 BLK #11 PROJECT 04181. 009- 08111 HODELA 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C 2S'-8' I I �i i• �• GREATROOM'i i• �i �• , CL&�• • g Oilo II 0 i of ® C j ��, �� i• • 1 Lei• !il • I! o " C� ; _ RISERS15 _ _4' n 14 TREAD_ NOSING DoLi o121111111119 C POST C•GMAGEC• :+ 0 olllio C; C; olo fo lie I _ _ FIRST FLOOR PLAN SCALE 1/4' • I'-0' SQ.FT. CAM'S IST FLR UYNG 901 SQ. FT. Q. 2ND FLR LWM 1,153 SFT. TOTAL LIVING 2;60 SR FT. GARAGE 453 SQ. FT. ENTRY 64 SC. FT. TOTAL 2,111 8Q. FT. 8XI8 PATIO 80 It aaralert Mo alcCla Nlo tore a�ac wlu E1p0alE FnB l s3oow oallle D�iIYE > N0Y11NIOMU fowlre MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 D 36/-41 DR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 OAD. R2 5 31/-35 BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 Bli CAT.=B, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.'I TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 001I OA1001 11 NOTEt -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/V l35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 1 ITS ATTIC AREA BY NOT LESS THAN Ui'112.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL DE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 4 "(15.9mmJ TYPE X GYPSUM BOARD OR ECUIVALENT. -UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (11H ED.) 302.1 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 4071 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 gg g v o F J >lUDDIV. & LOT'. ABBOTT PARK LOT #8 BLK #11 PROJECT# 04181.000-08111 "ODEL: 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C C D6L. TOP PLATE 9 i� ABAR2'DETAIL ALE.P-V 4I' 1410W HALF WALL uv CAP (2) 2x0 HEADER SEE FRAMING PLAN (3) 2x4 DLOGONG. $EE PRAMnr. PLAN 3/4' TNG SAD FLOOR GLWED N SCIEWED PER PASTE ER -4 3/4' 2ND FIN. PRE-ENWD FLOORMG (SEE FLOOR FRAMING STAIRS FUSM TO CONVM TO PECR TRH EDITION (24M) MIN. TREAD•10' MAX. RISER-1 3/4' I/RS' MAX VARIATION IN R ISEMRREADS ADJACENT TO EACH OTHER 3/8' MAX VARIATION IN ANY RISERRREAD HANDRAIL CIROI LAR CROSS SECTION PIA. TO w 1 VA' -V4• OR PROVDE SMItYALENT GRASPASILITY WINDERS- MIN. V WDE • NARROW END MIN. W' WDTH • G' FROM N AORWI 00 34' MIK HANDRAIL HGT. 'ENCLOSED ACCEaSIDLE SPACE HINDER STAIRS SHALL NAVE WALLS, WIDER STAIR S JIVACE AND ANY SOMTS PROTECTED ON TILE ENCLOSED SIDE WITH VA' GYPSIM DOARDR POOR 3W.1. r—(2) LAYERS OF -V4' PLYWOOD OR (7) LAYERS OF 3/4' SM FLOOR MATERIAL RIPS POR SOLID NAILMG SECVIE TREADS TO STRINGER IWY3)0 V SCREWS • EA STRINGER WnMADED SHAM TO EXTEND DEYOND THIC011m OF SUD-FLOOR "ATHNG !o m to SEE \ IMG PLAN — — — — \ 1' MAX. \ NOSING \ 10, PAN, STAIR! DATA. \ 141 OR • \ r. I. N081NG \ 7 X 4 RC-SNFORCRIG • FA 2 X G STRINGER SECURE WA2d 3-2xG SYP STRINGER REINFORCED IWAX4 SR W)CONT. DEAD OF DIM44.000 ADHESIVE PL•460 OR SMILARE - EA HORIZONTAL KIN STAIR SECTION B SCALE: I/2'•1'-0' C \ I \ 4 lu WALUZ CAP t E w 4L) f�KICK J \ �ZpZo \ ~im 2X4 ATTACWW W/ Wd MASONRY NAILS • 2X4 P.T, SLEEPER INTO SLAD WTHIN S' OF EACH END, 37' O.C. MAX THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36GMG' AS PER FBCR R311.1.8.2 W/ 2X4 RE-MFOR NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ij'1 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 1/0'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 HANDRAIL SECTION 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 W W W.abdoeiga6rouP.com AA 0: 0003325 kb g b 4 as BUBDM aI: L0'r. ABBOTT PARK LOT #8 BLK #11 PR,OJ1 cT* 04181.000-08111 MODMI.: 3EEB "2260—ELSTON" awiswGIC aw:xa: LEFT PACE: STAIR SECTION/ DETAILS 160 PH EXP. C 13'-2' 2'-4- 14'-2' 8._0. 21'_S• 26-8H 36'xb0' EGRE88 OHM ;AN \ • LEVI' r o • ;• r • • . r r • • 4 i r '' r• • - o 1. o • ••' A ' �• o �. .i ■tlAl�t 0 0 25-OW ' 25 888H 1�4 ,. EC'dQE88 9'-0. ' SECOND FLOOR PLAN SCALE, 1/4 • I'-0' d N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 W G r�3Tci g Ile � o SUDDIV. at IAT: ABBOTT PARK LOT #8 BLK #11 PROJ■CT 04181. 009-08111 HODEIt 3EEB "2260—ELSTON" GARAGE BTIMCI: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C 23'-II' BLD I-*T 12 '• _.I � �illl .. IIII■ 600mo�l�l \Q AY I I U U 119 a� 4' RAISED BAND Y EF=g 0 W-0' FIN. FLD FLIP FRONT ELEVATION SCALE, 1/4 . I'-& TEXTURED FINISH 'SPANISH' 12 a OFF RIDGE VENT TYR SF4INGLE ROOF 18'XS0' FYPON DECORATIVE SHUTTER OR EQUIVALENT 4' RAISED BAND (TYPJ 0'-0' FIN. FLR -,'-4' 2ND FLR - BRG AREA OF ATTIC = 1425 SO, FT. NET FREE VENTILATION AREA REQUIRED V300 REQUIREDVENTILATION AREA 1425/300 4.75 VENTILATION AREA X SQ. INCHES PER FT. (1441 6114 SO, IN. MN.REOUIREDVENTILATION • .SX 664 IN UPPER PORTION OF ATTIC 342 SO IN. OFF RIDGE VENTILATION AREA US SO, IN. PER VENT 342 /175 TOTAL#OF VENTS REQUIRED • 2973111 TOTAL#OF VENTS PROVIDED 3 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESSTHE OVERHANG _ (EXTERIOROF WALLTO EXTERIOR OF WALL, NOOVERHANGS INCLUDED) W' THICK 2 COAT C 911W PLASTER APPLIED DIRECTLY TO MASONRY 4'R4' GALV. V-TYPE PLASNSL9 SET N ROOFING CETEGVT LLA6Y WNGLEB U424D WANDERLAYMCNT AS PER FDCR 2Xi SYP PT LEDGER UV SM.U. ROOF SbEATTSNG TF(RaQES6 L12W TNRADED ROD Y AS PER WEFT SNL SECURED PER OIC. 4 WITHIN W OP EACH FASTENER SOMPULE END MAX GET N NMPSOI LUS-26 NIGH STRENGTH 04POW ( b• MN CMBED. 2R6 SYP RAFTERS OR PRE-ENG'D TRIM (PER BLEW a ROOF 6L47PE� --- I ELEVATION MK VLL' I5 eHEArHIVG Pr LEDGER uv VJ'#S• rN la 6 THREADED Roo GUSSET TO BE elG3IIED TO 4 WTNN G' 3A OTHIN »#6 neneeRS uv Sd NAILS T I eACH CND MAX GET N 44 3' O.C. • PERIMETER I'-4SI'TPSON HIGFI STRENGTH LW-26 W (4) N7d'# 2'-0' Eutaw 6' MN EMBED. TO LEDGER AND (2) IOd'4 TO 2.6 JOIST -CHANNEL FOR SOPPY DOVERHANG DETAIL SCALE, In . 1'-0' II II a u r A ENGINEERED WOOD TRUSSES • 24' OC, ,L,9'-4' 2ND SUBMIT SHOP DRAW W36 SEALED BY PROPdi6610NA1. ENGMEER FOR REVTMU # FI.�N FLR. AND OMNCIVT6 -LR IST FLR PLYWOOD SHEATFIM SHE .08'-0' BRG. HGT. STRUCTURAL b' T. R ROCIRM AND FLASHNG UV DRIP A CWDp PER WNtivWTEE �n0 SEE II � a m io WP.4iP FASCIA WITH BREAK METAL b12, 2#6 WOOD FASCIA eeE STRUCTURAL FOR FASTENERS MASONRY 000 S DR'w VENTED SOFFIT PER ATTIC CALC'S VY THICK 2 COAT CEMENT PLASTER 10� APPLIED DIRECTLY TO MASONRY _ - _ - _ - _ - _ - _ _ _ SED RAITRIM PER ELEVATIONS REAR ELEVATION SCALE, 1/4 . F-0' TEXTURED FSVISH 2ND FLR WIDOW PER PLAN SOFFIT DETAIL ��RAKE E: 1/2. I'-0' IA-!400 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003328 R H W 00 SVHDN a LOT ABBOTT PARK LOT #8 BLK #11 PROJWT#I 04181.000- 08111 MODRU 3EEB "2260—ELSTON" GARAGE ETMIF0: LEFT PAGE: FRONT & REAR ELEVATION "G" 160 MPH EXP. C Il'-4' 2ND FLR BR'. HGT. _ _ _ 8'-0' 1ST FLR, BRCS 45 0'-0' FIN. FLR, 1T'-4' 2ND FLR, BR:s. HGT. W-4 3/4' 2ND FIN FLFF$ - 8'-0' 1ST FLRh BRIa. Wtl - 0'-0' FIN. FLRA _ LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH RIGHT ELEVATION OCALE: 114 . I'-0' TEXTURED FINISH _ _ _ l''-4' 2ND FLR. BRG. HGT. 9'-4 3/4' 2ND ----- FIN.F� ,�8'-0' IST FLR 0'-0' FIN. FLR 11'-4' 2ND FLR BRG. NCsT. �I 0 nEs i 9'-4' 2ND ---- F-V N FLR 18TFLR B 1441 N. RONALD REAGAN ISLVD LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 wwwAbdosigngroup.com AA M: 0003325 r o+ b aUDDIV. ac LOT: ABBOTT PARK LOT #8 BLK #11 PItOJB:CT 04181, 009— 08111 MODZU 3EEB "2260—ELSTON" LEFT PACE: LEFT & RIGHT ELEVATION "G" 160 MPH EXP. C ELECTRICAL LEGEND SYMCOL DEFINITION NOTES yy I— OUTLET 20 AMP SNOLE F17LE IIOv OUTLET IIOV OUTLET Y2 OF OUTLET WNW TO SWTC14 tYl IIOv OUTLET BE~unwo FAA NIR fTA4'PER RpWNWANBTANT TYRA 220V OUTLET m uFm ccaNaCTWN EM. WATERPROOP 001=0 FAULT —lam aPl OUnAr I47EIEWE•TBW eWWTCH SWITCH S-WIAY OPER 64 SWTC4 4-WAY OPE! WALL N'IOIIAiEp LIONT CEILM LIGM © LED CIA L*M ©Vp LIM VAMM FROOF Law OVp VAPOR PROD? LOW OI am eVENT. PAN I OM PER *a IT. U—ti OMTFAN WKI I GM PER Ni FT. vmrry R VMS TBD M ® 2-Ba.s wuP AROtND (RE A P' LL il T AIWOIW (SUIlACE t'NTJ �.l 2' FLUORESCENT W NJGIDSRIT A W TRACK LIOW 0 PANEL g� METER Rim= nEcraR rM WALL NOINW from OETEOTOR ES77 � EL� ®coma S/CO MMCMM O101a DERCTOR �� ONALL Sa A DISTANCE OF NOT LEN TNN 4' PENDANT LOW NATURAL GAS WN WATER WATER MGM*= ,b A,m AIR SEE ANY ON 1'� TSLEVMION JACIK so9c MMM O TO ER surmamm N WF EON ACOCOMAl " i-em I'7AISam a M NOR a OELINO PANA.tlMf TO SB SIIPORTM N ACCOMAINOE WF EON MAIEaD AS SUCH FOR WUMM �nnn 24' NOd1aKE^ LIOW STEEP oanma IK' NCANOtaewr LIOIaT NRIP [Dnnnnnnn M• LONT STRIP 1{.COD LBIa CPT. SECIeTT' KEYPAD • PD. NSFI-BUTTON FOR CiS'a6 UIO Fow • LOCATION OF TV JACKS 4 PIIOM OUTLETS 4 FANS TO EE vERPTED o MOFBG►aR PRE-CONSTRICrI N MEETNa. • ALL B 4 20 AMR BRANC4 CI I CUTS TO BE ARC FAULT PRORCTED PER ELECTRICAL PROVISIONS, or � TTN ED1Tm (2AMM) 4 NEC 21En 2A M MQrMML • 20 AMP DEDICATED LAASONT CROWT. • aA a ISLAND (NOT ON KITC4f4 CIROWT) • DLS/EAB4ER DISCONNECT TORS LOCKOUT N PANEL • MATMROOM DNAUST FAN TO WVE MN CAPACITY Q N CM MER71TIVNT PER ELECTRICAL PROVISIOW OF SECTM .0013 Fall MW mmo4 (2MMI • LAUNDRY ROOM RECEPTACLE SNAIL BE GROUND FAULT CIRCUIT-NTEXIMPMR PROTECTION FOR PERRa SOL ON FEEDERS • WRNO METHOD SMALL BE NON MALLG CABLE PER ELECTRICAL PRONNQJ6 OF FBCW ITN m r2a2R2 • ALL WOW TO COMPLY WTH ELECTRICAL PROVISIONS Q M ®CR TTM m [teWex • lEf a L16NTW4a MItlT BE B.ER01Y OIRrJEMf TYPE PER ENNeIENL'YJ 2020. MPI mITl04 R4041 METER FIELD VERIFY LOC. • PREWI ' a i/ OPT. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' • I'-0' PD. FOR CHIMES PANEL A PF#842atbMaIer VCLIRM 1201240V-1Fh WA150Anp MLQ Fi MER3 i DQtTFNW81-#5CL(Qin2'C CR3#40ALTFMW&1-#60L(q In2'Q M• Br w01 aE boat V*m Ulm" m Br Pole wn 2 W ma(Bl67ffi0 3 4 9kcACCLL-1 b 1 a3 [V1,11 2 5D %W 12008 9 450D llav 25 2 aN 2 m @R 5am 9 W 'in (N w 1 Im 11 12 YDD U.*RIC�AM 15 / aN 1 21 & Ca4 12D 13 14 12M DaMSRGR 21 1 as 1 m 1N SOD 15 18 m 2D 1 a2 1 2) 8m5w/aromWx"ModnAM e9D 17 18 150D ed.AH of/U4— 21 1 a2 as 1 M aM 1500 19 2D 1500 S,al 2D 1 all #14 1 15 (9 WUdar SToapW.*O om 21 120D ARU 2T 1 aO #14 1 m TddftOMAIO 12D 21 24 MO Bdm al SRP¢Ir mP 15 1 aN 414 1 15 GM R— eWMO 9W 29 9W BdMN2 Ord *0 1S 1 aK aN 1 15 Bdm B ad AHU 90D 27 29 wo am 15 1 aN #14 1 15 BdnM sd ORS 900 29 3D 800 U&fft&MAM 15 1 a14 aN 1 b arena SR.0d44AFa 9w 31 900 BRacQleds Ka 15 1 M #14 1 Z arlaal LVb 4RQ4bdPKO 90D 31 34 61— 35 9 39 TEAR 4 a Lad W tEdWv den —/I 7500 22100 LMd todnPMtadvctlolalor/IM DETW1dFadorOalaMwe Tda lotlagedaorb,edYaa 9'b3 IRSFIRAMMM AFC: AWFPALTMWNTERFIEi NO N340OPCEWLCOD 01: GFCLMFAULTNI6A.PMR Rat I000DYAba IM% 10000 rdba4U% 5000 7aa MCI®d TcWOwmalWUWM. 30M LOOCNLtLMMIBBMMCNACNONCONCEEirLAD iNaIARAN4Wa/2D'As) affi8 OBwIIU ER4e IYrWLaad TaaPA: Tea 2260 ansa tb aRD3W/ R. N4tla 19 ateDm at100% 1235 arRa lD15 QSte Tda1w110 aroma USLREPWMA 1 101 W21 8TI5 LED LIGHTING ® PEDESTAL SINK PWDR 150 AMP ELECTRICAL RISER NOT TO SCALE. MORAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY UN ELECTRICAL PROVISIONS OF THE MCM M EDRION [2020x. LOCAL CODES, Alm ALL LOCAL POYER CC'S•ANY REOWIW MWM B. ALL CONDUCTORS SHALL BE TYPE TWN[TIIW INA" NOW OTMBIUSE. 30 AMP. 129R40 VOLT. I PROVIDE WAS Cat TWIN • K CU N 2' CON ODUIT OR S AS VAL, TMILN a 1% CU N 2' CCNDWT OR 2Ao AL. SEA! (CONDUIT TO T!1111NATE ABOVE 60MIT • OVEM4A4a.l COMBINATION SERVICE DISCOMOCT SWTCM AND M ELECTRIC METER N NIMA ER ENCLOSURE QITIWAIIMIRANOa SERVICE CAILE IELEVINQi CE SERVICE ENTRANCE EOUPrl9T EILIPMEfr INTERSYSTEM BONDM TEIFINAL AT LOW VOLTAGE C:OMlCTIONS 1 V CU SERVICE aROLND C0N BCM TO CONORM ENCASED POOTEE STEEL PER ELECTRICAL PROVISIONS OF THE FROM TT14 mIT10N (20201 SAS" DIA N III IT LONG COPPER CLAD ORCSD ROD 144L N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngmup.com AA #: 0003325 g b BIB 411 pp O IA UBDIV LLOT: BBOTT PARK LOT #8 BLK #11 ROJECTp 04181.000-08111 MODZIA 3EEB 112260-ELSTON" GARAGE BWXNG: LEFT PAGE: FIRST FLOOR ELECTRICAL P 160 MPH 1EXR. C ELECTRICAL LEGEND BYMOOL DEFMITION NOTES --e V W.V OUTLET se AI'P OIN5M POLE IIOV OUTLET IIOV OUTLET in w ouILET a� TO warm wl IUDV OUTLET soupED Mov FALL. f4nU%rIM (TAPs•ER MWTAM TTPU a@ 220V MUTT (u WNE COWA CMN ys,rr OR. WAMWOOOP cunAT *ROOD FALT Name 42 OWRCN MNTCN s-WAY omit $4 NUITCN 4-WAY OPER WALL PMWn O LOW CEILM LIGHT © LED CA LOW ©vp PPROOVF LION( @ VP VAFMFROOP LIOM eVSNr.'M I M, FM m R. awwulxb a GPMFAN I M FM sa Pr. FbfIUE (YePI1CT1 TM by URM ® tRE�D) ATIouD AMC AROUND ts"AGE rNT.) -J 2. 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WaC RIOJ9 ]OR aDITld4 • 20 AMR DEDCATIC LAINDRY CSOLLIT. • CA • IOLAO (NOT ON MCNIN WFIMT) • DIO WAGNM DIOCON B= TO M LOCKOR N PANEL • DATM1 CM MaWIOT PAN TO NAVE MN CAPACITY CP so CR•I WIMI'TTRR PM ELECTRICAL PROvIal" OF sECTION MWOT! • LAIMRT ROOM REI�PTAGLE sHALI a aROUD PAULT CIRCWT•NIERR "M PROTECTION POR PMSONiL ON ASDMO • U RM METHOD BULL M NON METALLIC CANA PM ELECTRICAL P POONNOMN Q F00! TIN s� (0)0001 • ALL WOW TO COMPLY UTN ELECTIECAL PISOV101OWs OF THE PSM TTu M (2=01 • �1 I.AFre lIiALL !1! idlG7lD OY d1LD! dIa somm I � I PRE -WIRED GT CLG FAN 61 l`J BDRM #2 i-------------� I L L I I I L LED LIGHTING \ 0 /' BA•r>Yi.� ® DBL. LAV T15AH BDRM#1 L I m i PRE -OARED' � I L I CLG FAN I in LED LIGHTING DBL. LAV. OATH 4 I VI IL, \ PRE -WIRED `J BDRM #3 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-®' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774�8078 FAX: 407-774-4078 www.abdesigngroup.com AA II: 0003325 g i eVDDlV & I40Tz ABBOTT PARK LOT ##8 BLK ##11 PPto=CT* 04181.000-08111 HODRIA 3EEB "2260—ELSTON" GAisAGM 8MrM0: LEFT PALM: SECOND FLOOR ELECTRICAL PLAN 160 MPH QV. C I I 36'xbm' SHWRPAN ----- = L LA 2'-3' I VTR e I T �R TUB/ �OPT.i ii OPT. SHWR — — — — — — — — — — — — — — — — — — — — �\ LAV LAV. 2' 2' 1 LAV. I SHWR � SINK IIIi Sm WASHER 112' WC 2, AV. v TU3 A 13'-11' Wr 3wc 3' O 3. BM1 KITCHEN SW W/ AAV I 6'-5' 23'-3' L 3' II --- -------I 2.O F'EG 81K 3- 3- —I �I 2 Wr wrl 3. CO GT TO a MAIN PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE. 1/4 . I'-0' SCALE, 1/4 . I'-V' L"l N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdeslgngroup.00m AA A: 0003326 r d 9UNDM as LOT: ABBOTT PARK LOT #8 BLK #11 PROJECT/ 04181.000-08111 MODEIe 3EEB "2260-ELSTON" GARAGE 8WING: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MlF{•. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS WALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC, AND INSTALLED AS PER F15C 1TH EDITION (2020) MECHANICAL OLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER Ili 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 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTANNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL DE INSTALLED TO MRS. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION "'I. 10. GRILLES AND DIFFUSERS SHALL DE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTEGH DDF ROOSTER FAN OR EQUAL. F-ANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LK•FIT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL 14' DIA VA FROM CHASE ABOVE 1 1 12X8 ■ NOTE. 4 ---------------------- ----_--_-- - ALL HVAC TO HAVE PROPER 8• I • e PANS W/ DRAINS - - ATTIC 8X4 I '� CEILING O O EXTERIOR WALL SEGURE STRAP TO GONG. CONDENSER _ �- 12X8 AIR RETURN W/ l2�3/16'X2' tAPCONB SSI ROLL STRAP PLEI�JI1 ON AND LIQUID EQUAL END RO�— - AIR SUPPLY;uMECli GERANT LINES O HANDLERRIOR 4'CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) �BXI i/4' BNT. MTL. SCREWSAIR VENTBMi ( WALL W RIJL i I I CONDENSER UNIT ALEVAP. FOYEVC CONDENSATE DRAIN LINE TRAYLEEVE TO LINES BELOW SLAB CONNECTION TO PAD REFRIGERANT LINES TO NOTE: MAIN CONO. DRAIN 3/4' DIA. PLATFORMCONDENSING WIT OVER HEAD 12' FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PERPOOR 1TH EDITION 12020) BLDG. CODE SECTION 3013.4 HVAC DRAINS GARAGE ENTRY SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COUNTERSUNK CO. PLUG - - - - - - - -�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J06AM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING SEE SPEC. C INC. FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' i"i N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 gis 9 o B R BUNDZN k LOT: ABBOTT PARK LOT #8 BLK #11 PROJECT# 04181.000-08111 MODEL: 3EEB "2260-ELSTON" GARAGE SV►ING: LEFT pA" TIRST FLOOR MECHANICAL PLAN 160 YPH EXP. C 11 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.sbdesigngroup.00m AA N: 0003325 I I L) mm aUDDIV. As LOT: ABBOTT PARK LOT #8 BLK #11 PIROJECT# 04181.000-08111 MODEL: 3EEB "2260-ELSTON" GAMAZZ 11111FMCk LEFT PCOND FLOOR MECHANICAL PLAN 160 MPH EM C SECOND FLOOR MECHANICAL PLAN SCALE- V4 • P-V 2X4 TOP PLATE I -LAN T PRE -FAD TRUSS VJ' CLG,. BOARD SECURE DT. — PLATE TO GLAD W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. FLR. 2X4 WOOD STUDS 024' or_ SLAB TIONS SUPPORTING HUNG PLUMBING RES AND WALL LETS SHALL BE NOI THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3/4'-1'.& AS PER FBCR 905.1.E ROOF SHEATHING THICINESB AS PER \ SHEET SM. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -m TYP. ELEVATIONS O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORiLAND AA CEMENT PLASTER APPLIED DIRECTLY TO MASONRY A/S' GYPSUM CI OR 1/2' NIGH STRENGTH CLG. BOARD ENERGY CODE FORTS ATION R-VALUES PENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.G. S' CT" AJ 1/2' GYP. WL. BD. - WOOD EASE — 0'-0' FIN. FLRIL a ° m. .a 4 n W/ WINDOW OPENING ti V DIA SLEEVE. DO HOT CUT REBAR FE BOND BEAM HOT CUT SOLID GROUT THE BOND tw M6 ES BEAM (2) COURSE - RESARS PIPE THROUGH BOND BEAM \'pv SCALE, 3/4'.I'-O• FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FECR 905U.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR TYP. WALL SECTION �' NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN (��)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'.I'-C' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 16 PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 406S TYPE IV, OR ASTM 0 6151 VY THM 2 COAT - POR&AND CSMSNT MASTER APPL22D Ommomy TO MASOMW AM NAL CORER SHAD S• OMI !!! STIUCTWRAL M. RIINORC@!R 2N6 P.T. UO ATTACHES TO FILL CELL AS PER APPROVAL REG lACKIR ROD `I t PVO MJM H:n sr LNI 6ALV. S18'IL Qy tRALK eRAOQ» U2'STP.EL SO. wow 4# /O WOW mbar PER OD WAN GALV. eTE6+- q, ATRP/AL IN& NRRr-*L TRACK B. Br MAI/. PASTEIRD TO ROOM TRAM SRACCLTS w roomICT APPROVAL PICA. LINE THRu BLocx 3 GARAGE DOOR JAMBS cAs SCALE: I I/1' • I'-(d' FIBERGLASS SHINGLES 2X4 OFF 24' Or— MAX WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. • EA END ROOF SHEATI4M 2x CLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBAGK AT ALL UPRWTS MTL. DRIP EDGE PER STRUCTURAL DETAILS B' PRE-ENG WD.TRUSS 2x FASCIA PER MAJ ELEVATIONS O PER ELEVATION VENTED SOFFIT IF/// WALL SHEATHING CONT. 2x RAT RUN SECURED PER / THICKNESS AS PER STRUCTURAL DETAILS J/ SHEET 8N1. SECURE PER SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE INSULATION R-VALUES ON SHEET SNI PER ELEVATION If PRE•ENG GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' HICd4 STRENGTH CLG. BOARD WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT---U-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRL I ®' cmMU m a n W/ WINDOW OPENING a R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUPACTURES SPECIFICATIONS -REFERENCE STRUCTURAL -Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' GYP. WL. CD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.1. ROOF SHEATHING THIC404E56 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET 81,1I. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP 80REED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR BWALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' 1441 N.RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.abdoeigngroup.com AA S: 0003325 9a y 20 a L.J atmDly at LOT: ABBOTT PARK LOT #8 BLK #11 PROJECT# 04181.000-08111 MODELt 3EEB "2260—ELSTON" GARAGE awMG: LEFT PAGE DETAILS 160 MPH EXP. C FIBERGLASS 814I1,4LES WHTH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHMG THICO ESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENGI ID.TRU86---- 24' O.C. MAX. METAL DRIP EDGE 2x FASCIA PER-/ ELEVATIONS VENTED SOFFIT REFERENCE_ STRUCTURAL 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE-8TOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP FIBERGLASS 814INGLEB WITH UNDERLAYMENT AS PER FBCR %M.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED ' PER FASTENER SC 4EDME ER PRE-ENG WD.TRUSS_ \fFLEVATION 24' O.C. MAX. METAL DRIP EDGE— BATT INSULATION REFER TO ENERGY C4LC8 FOR VALUES 2x FASCIA PER—/ 5/8' GYPSUM BOARD ELEVATIONS OR 1/2' HKsH STRENGTH CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT -R-4.1 NBUL. REFERENCE STRUCTURAL w WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS BATT INSULATION REFER TO ENERGY CALCS FOR VALUES -m 5/8' GYPSUM BOARD rr p. d OR L*' NIGH STRENGTH CLG. BOARD bc2 FIRE -STOP -4.1 INSUL. STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING E �C> w GLUED AND NAILED I/2' THICK, 2 COAT AS PER NAILING PORTLAND CEMENT SCHEDULE PLASTER APPLIED �> SCHEDULE - :. w DIRECTLY TO MASONRY w w LEVATION IX2 FIRE -STOP LEVA ION SEE STRUCTURAL L VAT ON LEV TION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD ER CLG.BOARD IX2 FIRE -STOP R-4.1 NSUL. R-4.1 IN&A_ WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O,C. a' CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP Ix2 P.T. FURRNG STRIPS • 24' O.C. a' CMU 1/2' GYP. WL. no. WOOD BASE e m. n. a. • a' n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK BGALE. 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 8 04 Q [AN A SuilDIV. a LOT ABBOTT PARK LOT ##8 BLK ##11 PROJMT# 04181.000-08111 "01)Zu 3EEB "2260-ELSTON" GARAGE SIMING: LEFT PAGE: DETAILS 160 MPH EXP. C Im 2X6 P.T. - CENTER OF DOOR NEADdt SCCUED W/ (1) 1** X S• J-BOLT W/4' MIN. EMBEDMENT EV 2' X 2' X I/S' W4SIER 4 NUT OR W/ (2) VT X S' ANCHOR OM76 W/ 2' X 2' X VS' WASER 4 NUT ® 6LCUIE 2X4 ON RAT TO SLK ® W/ MASONRY IE NAIL& K SECURED 2X6 GARAC E DOOR B�_t W/ (S) IR• X S' R ANCWv 21BOLTS, W/ 4' MN EMBMENT, W/ 7' mX 2• X VS' WASHER T(V WITHINS' OF TOP. (V WITHN SOTHE BTM,(3)EVENLY SP. ® IS H. �'. NOTES, ALL ANC"OM SHALL BEM ACCORDANCE TO M~ACTtOW" INSTALLATION INSTRJCTIONS WERE 4Ylf!m *AT Tiem 4 M 6�T GARAGE DOOR BUCK ATTACHMENT 6' CMU VJ' DRYWALL I"4 P.T. OR 6/4'X4' MN SEGUE THOU F11AT'IE 4 EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ SAW TA100" DOOR CASING (MN SHANK SIZE 146 MN MEAD SIZE 300 MN EMBEDMENT 1.1/4' WITMIN 8. OF EACH END DOOR JAMB OR WINDOW 4 18' = MAX SPACING ATTACM TO 2X PER MANUFACTURE6 DETAIL& NOTE, SHIM AS NEEDED TO F'LM'B JAMB (DO NOT EXCEED 1/49 DOOR JAI(B TO BLACK +3/4" OR +5/4" o 1RND01I 0 BLACK +3/4" OR , +5/4" 2X4, m SECURE TO BLOCK W/ SAW TAPCONS (MN SWANK SIZE 146 MN WEAR SIZE 300 MN SPOCOtIlM 1 V4-) WITHIN S' OP RAC14 END 4 W O.C. MAX 6PACM 2X6. m SECURE TO BLOCK WK2) 3/b' TAPCONS MN SHANK SIZE 140 MN HEAD SIZE JIM MN EMIDEDhINT 1 1/49 r CMU WITWIN S' OF EACH END 4 W OG. MAX SPACING. V2' DRYWALL 2XIIk m a 1'X4' SECURE TO BLOCK P.T. NAILER 1102) 3AV TAPCONS MN 614ANK 812E .145 DOOR CASING MN HEAD SIZE 3" MN EMBEDMENT NT 1 1149 wTWIN S' OF EACH END 4 W O.C. MAX DOOR JAMB OR WINDOWSIPACNG. ATTACH TO 2X PER M~AGTVRES DETAILS, NOTE, SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" ..LTLND04 TO BLOCK +1 1/2TO BLOCK +1 1/2" D 2X4. SECURE TO BLOCK UV 3A6* TAPCONB (MN 6HAac 61ZE .14b MN HEAD 811E 300 MN. EMBEDMENT I V49 WITHIN S• OF EACH END 4 W Qr- MAX SPACING. 2X6. m SECURE TO BLOCK WIM SAW TAPCON6 MN SHANK SIZE J40 MN HEAD SIZE J00 MN M IBEDMENT 1 V4') END CMU 4 IS' MAX SSPPACM 1/2' DRYWALL 2)F ® ❑ SECURE TO BLOCK I7C4' WK2) 3/b' TAPCONS P.T. NAILER MN SH AW SIZE 345 1/16' OAA X 4' MN MN HEAD 617E JIM MN EMBEDMENT I V49 DOOR CASING WITHIN S' OF EACH END 4 IS' = MAX SPACING, DOOR JAB OR WINDOW ATTACH TO 2X PER MMLPACTUEB DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/18" t;Zl1IIND0If TO LACK +1 15/10" 2X4, m SECURE TO BLOCK W/ 3/16' TAPC'.ONS (MN SWANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN S' OF BACHI END 4 IS' OG. MAX SPACING NOTE, STRUCTURLI. 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED 6EOJIE TO BLOCK TWRDUMM NON-15TRJCTURA)- WK2) 3/16' TAPCON6 3/16' TAPCON MN 1414' MN SWANK 61M J46 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN B'BEDM NT 1 1147 UT14N S' OF EACH END S• CM4 b' OJ:. MAX SPACING 1/2' DRYWALL 2XIlk 1=1 SEGUE TO BLOCK MX4' WK2) 3116' TAPCON6 P.T. NAILER (MN. SHANK 612E J4S DOOR CA6MG MN MEAD 61ZE 300 MN EMBEDMENT 1 V4') WITWIN S' OF EACH END 4 b' OC. MAX SPACING DOOR JAMS OR WINDOW ATTACJ4 TO 2X PER MANUFACTURES, DETAIL& NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4.) DOOR JAMB TO BLACK +2 1/4" /:,11RND01I TO BLACK +2 1/4" D 2X4, m 2X4, m SECURE TO BLOCK SECURE TO BLOCK W/ W/3/b' TAPCCNS fMN 114' TAIPCON , (MN SHANK 812E .MD MIN. SWANK SIZE 346 MIN. HEAD 812E 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH WITHIN S' OF EACH END 4 W O.O. MAX END 4 W O.C. MAX 6PACING. SPACING 2X6, m 2X6. m SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPO" 111/0) V4' TAPCONS (MIN. MN SWANK SIZE Ja SMAHK SIZE J46 MN MN HEAD SIZE 300 HEAD SIZE 300 MN MN EMBEDMENT 1 1/49 EMBEDMENT 1 V4') WITHIN S' OF EACH LED S' a'u WITHN S' OF EACH END 4 W OG. MAX SPACING 4 b' O.C. MAX SPACING. S, crnJ 2X6, ® V2' DRYWALL 2X6. m V2• DRYWALL SECURE TO BLOCK I'X4• SECURE TO BLOCK PX4• WK2) 316' TAPCCN6 P.T. NAILER WK2) 114' TAPO" P.T. NAILER MN SWANK 611E J45 DOOR CASING MN SHANK SIZE JN MN HEAD SIZE 3" MN MEAD 81. 3" TA6. OAK X 4' MN MN EMBEDMENT 1 V49 MN IS DMIENT 1 1/41) WITHIN S' OF EACH END WTNN S' OP EACH END DOOR CASING 4 b' OZ. MAX 4 b• OG. MAX SPACING DOOR JAMB OR WINDOW DOOR JAMS OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MA6PACTURES DETAILS, MAMUPACTUREB DETAILS, NOTE. SHIM AS NEEDED TO PLM715 JAMB (DO NOT EXCEED I/V) DOOR JAMB TO BLOCK +3" rlt®tDns 'c0_ nTnrr �9" 2X4. 00 SECURE TO BLOCK 6V VW TAPO" MN GKANC SIZE J45 MN HEAD SUE I" MN EMBEDI'7ENT 1 1/49 WITHIN SE OF EACH END 4 w OG. MAX SPACNG NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-6TRUCTURAL WK2) 3/16' TAPCONS 3/b' TAPCCN MN 1-1/4• MN SHANK SIZE J40 ENBEOMIEHT INTO BLOCK MN MEAD SIZE 300 MN EMBEDMENT 1 114') S. CMWITHIN S' OF EACH END 4 W OG. MAX SPACING. 1,12' DRYWALL 2XM ® I'X4' CK SECURE TO BLO P.T. NAILER WK2) 3/16' TAIPCONS MN SHANK SIZE J46 DOOR CASING MN MEAD SIZE 300 MN EMBEDMENT 1 V4'1 WITHIN S' OF EACH END 4W=MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') 2ND 7X SECURE STRUCTURAL. ('UMBER WK21Gd WITHIN S' OF EACH END 4 W TO S' Mr. MAX DOOR JAMS OR WINDOW ATTAC24 TO 2X PER MANPACTUE6 OETAL & DOOR JAMB TO BLACK +3" F� NOTE, SHIM A8 NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" @Mw TO BLOC% +3 7/IB" 2X4. 0111 SECURE TO BLOCK W/ 1/4' TAIRCONS (MN SHANK SIZE .10 MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN S• OF EACH END A WOG. MAX 61PACN& NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUT81DE 4 SECURED SECURE TO BLOCK TH PRDUGH NON-STI JCTURAL WK2) V4• TAPCON6 (MN TAPCCN MN 1-1/4' SHANK SIZE J45 MN eeloEDrMen1T -BLOCK HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH RID S' CMU 4 b' O:C. MAX 6PACING LQ' DRYWALL 2X6, � I'X4• SECURE TO BLOCK P.T. NAILER WI(2) LOW TAPCONS 1' P.T. X 4' MN (MIL SWA4K 61ZE Joe MN HEAD SIZE 300 MN EMBEDI'QIT I Vw) DOOR CASING WITHIN S' OF EACH END 4 W Or- MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MA FACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" .11IBQD011 TO R BLOCK +3 3/4" Ill q /I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4076 www.abdeslgngroup.com AA S: 0003325 14 -7r rrg OF Milli 1SVSDrv. Re L.oT: ABBOTT PARK LOT #8 BLK #11 PRoJECTp 04181.000-08111 MODiRU 3EEB "2260-ELSTON" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLIT MANUFACTURER CATEGORY DESCRIPTION VCODIE EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/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 2DZ0 FBCR 2/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 23872.7 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 1/31/2021 10456.10 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS Z020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 23904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 1053L9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-116 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 S684.2-119 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 1S279.2-R6 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/SIDELTTE 2020 FBCR 22/31/2021 239565 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU OCT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR IV31/2024 15216-RB OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-116 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 1Z/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FB6t 1Z/31/2023 23265-R5 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 190 SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM Q WWW.FLORIDABUILDING.ORG CONTROL DATE;01/28/2021 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.00m L AA M: 0003325 X sum tv. AZ LOT: ABBOTT PARK LOT #8 BLK #11 PROJmCT�1 04181.000-08111 MODEL 3EEB "2260-ELSTON" GARAGm SVDM: LEFT PAOM PRODUCT APPROVAL LISTING 160 MPH EXPR C SA"'i`'MT 02/01/21 sCALM 1/4"=1'-0" sHmm'r D4 21 FIN910MMED CONTROL JOINT PLANU OP CONTROL JOINS TO BE WRED TIED TO LATH • V = MAX (VERTA WM DO NOT FASTEN CONTROL JOINT TO — - EVEN IF 6TUD EX16TO BEYCNO Excv" STAPLES W/ S69CLIME C N R LBE LJJOIO TET1P. NT OURNG INSTALLATION —� FASTENERS TO BE SPACED • 1. O.C. MAX VER W,4LLY J' THICK 3 COAT CEMENT PLASTER WRB LAYER -2. FORTIFIBER BUILDING PAPER APPROVED FETAL LATH FASTENED 01' (VERTJ O.C. MAX AT SUPPORTS UPS LAYER 9. STUCCO ~ 'LOOD SHUT14M \� GAP' e6a LATH ON NOT ♦• xP SE BE GONT6INIC40NS .' To w JOINTSTWIVICLAB CONTROL.UT SMALL \ ISE STSTOPPED AND TIED AT EACH SIDE. PER A6TM CIB69 7X4 BLOQ@IO PLACED FLAT FLAX 6' TO 8' PROM CONTROL JOINT WEN CONTROL JOINT PALLS ON STOW-W"L STIR L ASP ST"111S FOR LATH TO IME NAILS OR- i STAPLES IN COMPLIANCE Wr ASTM CLU163 2. WINE TIES TO BE (NO. L6) 60416' WE / 3. BLOCCNG SNOUM MAY BE IN ADDITION \ i0 uY11 1 6TLDS REdIIRE0 PER FLAN OLPOLO RUWO-R.A A OL ICED .LYMO . Pr. A 2. COWAN - Pr.6 L ClAN a Pr. C • O� e TN p THICK 3 C PLA67SIR (rP ta�,r PLA.r WRB LAYER dI<otn N URB LAYER 6TUCCO ow LAP LAYM C yPyrV�M�M�ALM� 66gLH(NIRe DI IN OLPOW NIYp-PT.A L CI*AN - Pr. R FOLD ew ;; ® LPpID eRYlO-A.A L CfeU,sea a PT. s : aKAIW - PT. C A P" PT. O ONR Pr. 6 TILL PT. C TCIICItl 1101TOM PLANO PLANO1 ~~� WtsR TnHr NAL ROD. QQ mn cw. T colaKr IA ID' 2 CQAT (IRAra CTLY) AMN, STCP IAIVA PLY) ■ OR CMI IIIALL PLASHING L- M 1LAO WU (N6 ATL60 m" OP PICCP . RMLL R(ff3RNCTaN► APPROVED euu,DR+G WRAP SMALL BE LAPl7D A MNIMLIM OF 6' - YERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL. L.AP6. ALL SEAMS NEED TO 09 TAT-,, UATH PORTISER 6HEATHNG / r ISL Lr a /RrAL LATH VERTICAL LAP TO BE I' 7C )CST-)l — . FETAL LATH WPM LAYER 9, STUCCO URRAP Wm LAYER -J, PORTPIBER / BUILDING PAPER 2 ecALE,fi IR'•I'-O' ® KICKOUT DETAIL LAP VERTICAL LATH & PAPER DETAIL NOTE, UIOOD eMEAn SIDE LAPS OF FETAL PLASTER BASES SHALL BE SECURED TO BUILOI PRAMNG MEMBERS. PArEP THEY SHALL BE TIED BETWEEN SIUTORTS WTH OA04TS-U.L 021-FN) STfICC WRE At INTERVALS NOT MORE THAN N (2204"). AS PER ASTM CN"6'J. it THICK 3 COAT CEMENT PLASTER FETAL LATH UM LAYER 7, FORTPIBER dUL.DNG PAPER SHEATWINfi ham " REPAIR OF TEARSIN WINE , TRAM HORIZONTAL LATH MAY BE RATCCHED & PAPER DETAIL W4 0M ~ TAPE PER MNiF. SPEC. on PEEL 4 STICK WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9- THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER L?�rxmlel 1 .flUm n Z 5'X5' 'L' TYPE CONTINUOUS E Z -- GALV. METAL FLASHING (NAIL TO ROOF DECK• NOT WALL SHEATHING) — CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. 4'x4. 6ELP-ADME100 MEMVIRAM PLASHING (COMPATIBLE W MOUSE W7L4P MATERIAL) OVER 1. OR LESS PIPE PMETRATION CUT AND OVERLAP ONE 610E OF� SELF -ADHERING MEMBRANE PLASHNG ,STEP 01 PIPE/ UURE TO MA MINIS IPE T.S. 4• URAP MATERIAL) OVER 4 A4' 6ELP-ADICICNG Plgl0tNE PLA6NMG OVER APPROVED MOUSE WRAP. PLISHbItt, TD 0(TlN20112 PIPE AND OVERLAP ONE SIDE OF f-ADNERMG I'EMORA E IM LAYER STUCCO WRAP WRS LAYER 4, PORrPIBER dULONG PAPER METAL LATH 6'A6' 6ELP-ADHERING MEMBRANE FLA6NING OVER 4'x4' SEEP-ADFEMYe FEMBRAIE PLASHING OVER APPROVED HOLE WRM. PLASHING ro o(ron aNTo PIP[ CENT. BEAD OP SEALANT AIR RIG COATING OVER STUCCO) (SEC TYP WALL SECTION) SECTION PER SECTION xoedor use portend ameM plea0er "]I oonply vAth the epp"w6on fequirameft of ASTM C 928-18b. InemllNbn of extwim ItlNfq and tanning -he" o-ply Mfh ASTM C 1083-19s, or ASTM 1787, NET A" LEGEND DRAINAGE PLANE (WR5 LAYER 1*1, STUCCO WRAP) LURE LAYER 1*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 R703.11 / ASTM C-64-1-14a, MIN. 2.5 LBS. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdoWgngroup.com AA k: 0003325 b 0 Jim px� Ll sv�Iv aP IJOT: ABBOTT PARK LOT #8 BLK #11 PmjmTjp 04181.000-08111 HODMI, 3EEB "2260-ELSTON" OA tAOM aMMO: LEFT PAOM WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' SELF-ADNERWG MEMBRANE FLASHMG OVER TOP, SVE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECT IENCE OF FLASHING TO dE, L BOTTOM. 2. 8FD88. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL ARWO VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, y4' CAULKING a JOINT ALL AROUND I IPER SECTION I ExEertor latldrw and plaalelNla BACKER ROD Exterior use of portiand cement plaster shall comply with the application - requirements of ASTM C 926-1 Bb. ,X. X: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, I I �x- or ASTM 1767. WPM LAYER 14, STUCCO WRAP I HOODED VENT I'THIICC 3 COAT CEMENT ASTER METAL LATH WRD LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING LAYER'I, STUCCO WRAP LAYER'4, FORTIFIDER BUILDING PAPER W70D CONSTJCTION -METAL LATH a' CHU VINYL CASING DEAD W RA18ED BAND %' To 1j• nID-uFALL UEfp x�Eo 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY mown APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR'1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SO. 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 0 TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH � WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS. BUILDING PAPER - UNDER 'DUICK FLASH' (A )VENT PENETRATION SCALE, NT.S. ELEC. METEF VERIFY LO A47 IV I�Ct+FIVG STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 3 COAT CEMENT Ye' TO 76' MID -WALL WEEP SCREED 4:�:'--6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL 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 �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LAF43ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUIRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER " MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WINE, LAYER 9, STUCCO WRAP WPM LAYER 4, FORITFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX V TO)p no --WALL uEeP V WDE STRIP SELF ADHESIVE R-ASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MADOMW (�4 HORIZONTAL WEEP SCREED FRAME TO BLOCKI a• UIRB LAYER STUCCO M UIRB LAYER 01, STUCCO WRAP 9 APPLY 6 V MIN GRADE 'D' FELT ® SELF -ADHERING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUIRAP U.RS LAYER 02, FORTIFISER BUILDING PAPER STEP #3 STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #o' @)ELECTRICAL RECEPTACLE 1A41 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-77446078 FAX 407-7744078 wwwzbdesigngroup.com AA a: 0003325 m C No. auncav a. LO-P ABBOTT PARK LOT #8 BLK #11 MJMTO 04181.000-08111 MODEMA 3EEB "2260-ELSTON" OA>ttAGM sMMO: 1LEFT PAO11111111 WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD SHEATHING WRD 9, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONBTPWTICN BUILDING PAPER IDS' HAT CHIANNEL I' THICK, 3 COAT CEMENT ' TYPE 'X' DRYWALL PLASTER i' OAF. • TOP OF WEEP 8CREED TO SHEATHINS. BEHIND WEEP SCREED WOOD SHEATHING `* 4' POSITIVE DRAM 1 , neeln a�-�emn WRB LAYER 9, STUCCO WRAP J' THICK 3 COAT CEMENT ` PLASTER I _ \ i' SELF-ADNERENG 1 1 FLASHING WRAPPED 1 - •• TOP OF WEEP SCREED \ TO BHEATHIG BELOW ' WRB LAYER 9, 1 eTucco WRAP ice• , .:AG�'� % i i 1 WIRE, LAYER R, FDRTIFIE i I BUILDING PAPER 1 �., 1 SELF-ADHEREMG / FLASHING WRAPPED WRB LAYER M, STUCCO WRAP ` AMIGO —Al • CORNER OF CANTILEVER n �. Pf1$ITIVE DRAM NO NO GAP IN FIELD — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.0 CANT. SCALE. I I/2' • I'-m' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL WREXTURED 4 PAINTED FINISH THICK 9 COAT CEMENT WOOD CONBTR)CTION RESISTIVE 9 RESISTIVE 4 I- THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xI2 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCE660RRED ONLY) EXT. WOOD FRAMED-\ WALL "-FLOOR DECKING PRE-ENG'D TIMM WEATHER RESISTIVE DARIMER 9 WEATHER RESISTIVE BARRIER 7 / NICK 3 COAT CEMENY ATER AL LATH EXTERIOR GRADE DRY WALL 1' THICK 3 COAT C (SHOWN FOR CLARIFICATION OF SEPARATE ACGE66014<IE6 ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 111W ZIP WALL SHEATHING SELF-ADHESIVE FLASHING X—X—X—X I FIN16W LAYER (2 LAYER PEEL 4 BTICK)� 6' PEEL 4 STICK EDGE • DRI EDGE TO DECK WATER PROOFING lot \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—� Y4 GAP FOR BACKE_!g/ ROD 1 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT �} HAT CHANNEL WANXTURED 4 PAINTED FINISHo J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD m 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL DEC) OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX & GAP FOR BACKER ROD 4 SEALANT VINYL CABINS, DEAD WEATHER RESISTIVE yS BARRIER 9 WEATHER RE618TIVE a BARRIER R DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTJV MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FI®OI'1 BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 BALCONY DRIP 11 EDGE INSTALLATION I )W GAP FOR BACKER ROD 4 SEALANT — VINYL CABINS, BEAD WATER PROOFING at - LAYER (2 LAYER PEE 4 STICK) XUMN SHEATHING =ATTER RESISTIVE AMER :AATER RESISTIVE AMMER 02 SAF. \ "EEL 4 STRFK 116'x3' 'L' PLAS14MG FULLY EMBEDDED M ROOF CEMENT I X 3' 26 GA. GALV. METAL DRIP EDGE SET M FULL BED OF 0 Y.i GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 9D 3/4 RESILIENT HAT CHANNEL S/S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER IM61STIVE BARRIER 42 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )1' X 3' 26 GA GALv. METAL DRIP EDGE SET IN FULL BED OF WATER PROOFING lot LAYER l2 LAYER PEEL 4 6TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER I- THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD BHEATWMG VNTL CORNER BEAD J (SHOWN FOR CLARIFICATION OF N OF VINYL CASING DEAD SEPARATE ACCESSORIES ONLY ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T." FT.ACT-TT7JCL1 WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER 9, STUCCO WRAP THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIMISER '# BUILDING PAPER COWER BEAD , WRB LAYER h, FASTENED TO SHEATHING "I' METAL LATH ; ; STUCCO WRAP' to O.C. MAX. N THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER PLASTER BUILDING PAPER WRB LAYER 01, 6'SELF-ADHERING ' METAL LATH STUCCO WRAP FLASHING J' THICK, 3 COAT CEMENT WOOD SHEATHING'I (EXPLODED EW FOR PLASTER �' CLARITY\ METAL LATH DRIP CAP O11D DRIP EDGE I litn WRB LAYER 02, FORTIFISER INSTALLATION BUILDING PAPER WINDOW FLANGE S/8' TYPE X. DRYWALL W/TEZIED 4 PAINTED FINISH I- THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONBTRUCITON RESISTIVE 9 RESISTIVE a i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 14EADERASEAM (SHOWN FOR CLARPICATION OF SEPARATE ACCESSORIES ONLY) @ME—KDG�TALLATION (14A CORNER BEAD (9) FRAME l 2-k' CORNER BEAD (FASTENER 4 SPACING 0 1' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK WRB'LAYER 9, STUCCO RwRAP ---:`4 WRB LAYER 42, FORTIFIBER BUILDING PAPER - METAL LATH i' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD 0 WINDOW ( FRAME, NO BAND 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407.7744078 wwwabdosigngroup.com AA & 0003325 b 6 c oil .111 �l summm LOT: ABBOTT PARK LOT #8 BLK #11 04181.000-08111 lROD1SLs 3EEB "2260—ELSTON" CFARAGX BVMG: LEFT PAO3h WALL ASSEMBLY DETAILS V.160)RH EXP. C IN DATM 02/01/21 SCALD 1/4"=1'-0" s3+LSnT WA3 WOOD SNEATHMG A. GAP TYP NJ' TRITER 3 COAT CEMENT CASING DEAD PLASTER ��----------------------------------------------------------------- � THICK, 3 COAT CEMENT WRD LAYER � TO TRIM METAL LATH PLASTER SncW WRAP IX TRIM MEMBER SEALANT \� WOOD SHEATHING s STUCCO TO METAL LATH ; WRD LAYER •2, FORTWBER SIDING TRANSITION WR$ LAYER �T, FORTIFlBER BUILDING PAPER �� PAPER WRB LAYER M, 772SIDING WOOD SHEATHING77­'=o MIRAL LAM i STUCCO WRAP I 1441 N. RONALD REAfdAN BLVD THION;, 3 coAr CEPENt WR8 LAYER 01, FORTIFIBER / PLASTER BUILDING PAPER WINDOW FRAME .( I LONGWOOD,FL32T60 ' ' / WRB LAYER "2, FORTIFIBER I PH:407-77"078 `��� METAL LATH I i FAX 407-7744078 R' WIC LAYER'7, WRD LATER N, i BUILDING PAPER I wwwabdeslgngroup.com y YL Aw:Len EXPLODE ai' THICK, 3 COAT CEMENT STUCCO WRAP SRO WRAP 1 I AA M:0003325 Ap VIEW Iron PLASTER E-Z BEAD vINYL CASING N CLARITY) CASING BEAD I (W/%' FLEXIBLE PVC BACKER ROD) GRIP cAP IWNDOW FLANGE U LAYER � y V SELF-ADHEREING FLASHING OR PEEL 4 STICK6nb i I SIDING TO STUCCO i wRB LAYER h, STUCCO WRAP, WRD LAYER 9, FORTWISER '18 CASING BEAD WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING I ���n \� AMR t THICK i i;,; (CROSS SECTION) ; WOOD SHEATHING 1 (MOODDONSTN=TWN 3 Coar C 1 ENT . i ; 2X FRAMING MEMBER DETAIL BELOW EXPLODED ; FLASHING r , .. BEYOND wow 614 TWINS FOR CLARITY DRIP CAP URATFER RESISTIVE BARRIER -1 -------------------------------------------- uNNDO1U FLANGE UAIATMR RRESISTIVE / / \\ CASING BEAD ® WINDOW �1(�' X �Yi' _.LAP SIDRYs i uu� IlvS.iL RARIRIGADIERMG ------------------------------------------------- --------------------------------------------------- C e o loll to 6' �r (FRAME, W/HAND) rKLA�HM i4D4R� s 1 � WEA"PtRESISTIVE Y.' GAP TYP J' THICK 3 COAT CEMENT i v v STARTER STRIP \ \ 1 \ ' ARRIM IMER EIIlSISTivE / ' CASING BEAD PLASTER / ♦ \ SEALANT TO WINDOW METAL LATH i' SELF ADIERIM it 1 SHEAT WOOD HING = / rLaeHMG GALV'D METAL \ GALV O META I WRB LAYER 02, FORTIFIBER zy.' r FLASHING i BUILDING PAPER i W METAL LATH YL'Jo�S � 1 WINDOW FRAME WOOD SHEATHING WRD LAYER'S, I O STtxco INNRAP WOOD SHEATHING ¢aij¢�teSIIlOL oSe¢ LLAi6 LAYER 4, FORTIFIBER / �R BUILDING PAPER ' WRB LAYER "I, \ SEAL GAP WVCAULKEm FLAB R3 COAT CEMENT STUCCO WRAP 1 ! / OR APPROVED eEALANr ' I I N LAYER 02, VINYL ANGLED BUILDING PAPER SIDING SIDING TO STUCCO WRB LAYER M, 1 SAD METAL LATH ® HLOCK TO FRAME I STUCCO WRAP I VINYL. CASING BEAD TRANSITION (EXPLODED �' THICK, 3 GOAT CEMENT 9 i V WIDE PEEL 4 STICK i VIEW FOR PLASTER i i CLARITY) OVER FLANGE , I � WINDOW FLANGE NOTE: � METAL LATH: LATH TO BE PER SECTION 1 Wl BEAD VINYL CASING ( R'103.1.1 / ASTM G-841-14a, MIN. 25 LBS. I ZX FRAMING W/fib' FLEXIBLE PVC BACKER ROD) � CASING HEAD ® RAISED PER SQ. YARD (UTILITY OR (NOMINAL MEMBER APPLY FULL BED OF SEALANT BETWEEN ;I BAND (FRAME) LATH DOES NOT MEET SPECIFICATIONS) FLANGE 4 BUILDING WRAP 17A SCALE:IIR'•I' BUILDING WRAP DYOPb TNIWNCTION \r WOOD CONSTRJCTION------------------------------------------------------------------------------------- . ------------------ WOOD BEYOJD S�'�� RSJG WOOD SHEATNMG WOOD SHEATHING WEATWM I�R.SISTIVE IINEATICR RESroiIVE WEATHER RESISTIVE MARINER WEATHER RESISTIVE / �/ W MIK ABOVE OP WEATIMR RESISTIVE , - / \ , DARNER 7 , - / \, OP 'T R.AS1 ING J, EI j z BEAD WINDOW CASING BARECR 4 // N.' X 11.' LAP SIDINGAL / j �[_-�i �X THE A BATTEN � � / J \ PLASHMGrW7i W--AMMIR M 1 U DMR IR �SlSrrvQ BOARD BATTEN •• SELF-ADI$RMG PLASWING\ PLASHING s �� I �B�ER RESISTIVE STARTER STRIP / - \ �� // UFATNER q 6ISTIVE SLJ:ODIV. Aa ILOTs ABBOTT PARK LOT #8 BLK o#11 rao 041181�.000-08111 aroa�ss 3EEB "2260-ELSTON" GAWAas 8MUM' LEFT PAfiIIIIII: WALL ASSEMBLY DETAILS 160 MPH EXP. C STARTER STRIP \ WEATMR IN— IVE \ w GALVV METAL` 02� an PLASHING C 0 i I 1 �' el[LP-ADFERING LEGEND \ GALVD PETAL GALYD METAL �� / WEATHER RESISTIVE LE G E N D GALV'D METAL Z' FLASHING Z' PLAWM BARRIER 4 TO LAP Z' PLASHIG S' MM. ABOVE TOP I ' x � TE R CP'z' PLASHNG DRAINAGE PLANE (WRB EL`�DeVA IOIN TRIM PER rLl, ywr PrC X & ATEo LAYER SI, STUCCO WRAP) M DEAD VMYL CASING CASING / � JOHE'S„R ` I R �'" "D1"G UJRB LAYER 12 (FORTiFIBER — — — — 1 1 2 j E AT TRIM MR 7�7���AGHING AT \�I ' Ga•WcaaxMG GAP Wi=Auuc G 51JILDING PAPER) rzrentrTM 'LAstER �\ . ; ' OR APPROVEAN D SEALANT / OR� APPROVED TH�RESISTn.E RESISTIVESAMMETAL LATH X-X-X-X NO QEKdar.9ema� WEATHER RtelsnvE E-z eem VINYL cae Nm STUCCO SIDING TO STUCCO OG62 ISAM�Q Rya WOOD OR �/16' ZIP WALL DAB 02/01/z1 ® BLOCK TO FRAME SIDING TO STUCCO WEATHEERlRESISTIVE $HEATHINCs ® SCAM 1/4"=I'-O" TRANSITION ® FRAME TO FRAME 24 19 TRANSITION SELF-ADHESIVE FLASHING — — — — WA4 !!' I \�\ ve' TEXTURED ! FINISN • WOOD, .. . /------ -- a- FMIBH g11JD x ' ! - - - 2X6 SUB-BANb - x x x W/I'x4' NOTCH a METAL LATH r - - ---- - -- END, WRAPPED IN x x x x x K, i METAL FASCIA plRAp WORD SHEATHING x x x x x x PEEL 4 STICK oR cru x x x x x x jI' DRIP EDGE SSTUCCOO WRAP(FRAME ONLY1 x x x x x x x x x x x x I I`Al UPS LAYER 4, FORTIFIBER x x x x x x x x x x x x x F-- -- -------- ------------- I BUILDING PAPER I 1/8' TEXTURED I (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU ---- FINISH ® WOOD I �� 2x6 am LAND x x x x x x x x x x xFROMM ' FELT PAPER 1/2' TEXTURED `� CEMENT x x x x x x x x x x FINISH m CMU / x x x x x x x x x x DRIP EDGE DRIP EDGE METAL FASCIA `� METAL auc our x x x x x x x x -­(REFERENCE FpRC�APOINT WRAP Ya' FROM �� LL OFF ©FDL AN B x SET OF COMPONENTS) STUCCO I' FROM ---- - - — •' ; '! f WOOD WALL EXTERIOR WALL = METAL FLASHING, WRAPPED (FRAME OR CMU) �� i MIN. Y.; ABOVE BOTTOM OF DRIP EDGE NOTE: NOTCH FOR 2X6 2x SUB -BAND SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY W/Wx4' NOTCH END, WRAPPED IN \ ROOF DECK (BEYOND) PEEL < STICK -,' DRIP EDGE, I' OFF WALL ROOF CEMENT a ` F EDGE NOT INTO STUCCO) OMIOTTED FOR TEXTURED FINISH A CLARITY WOOD, I/Z' TEXTURED SUB BAND DETAIL ® WALL ! FINISH m CMU ' 2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L E: VAIt ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 4 =11/ ,4 PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH 0 END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) �(J -ROOF CEMENT m ROOF EDGE OMT SUB BAND DETAIL® WALL CCLLARITY ED FOR W/KIC K-OUT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwsDdesiBngroup. m AA S: 0003325 � o sysnsv ar LOT. ABBOTT PARK LOT #8 BLK #11 PnoixmT# 04181.000-08111 MODIMs 3EEB "2260-ELSTON" OARAGM swu+a: LEFT PAG WALL ASSEMBLY DETAILS: SUB -BAND 160 APH EXP. C FE 1 21 937 DATIb 02/01/21 ALI 0*1x aT dV' H6 FOUNDATION NOTES 29'-0" 2'-1" 10'-0" 17'-7" TE-1 I I L 26,_7, 3,-6„ w ed SLAB 0,_0" q TOP OF q ao wl N Iw SLAB K M a 'Q EXTEND FM-18X18 SLAB 1 112" 13'4" 12'_8" ' Y I 4 A 1 N 1 4" PVC CHASE "I $�- m 'R I TOP OF �I SLAB LL Q 4 r z i� ZZ In fO TO 2ND FLOOR w II C g•_g^ i (FIELD VERIFY it wn x EXACT LOCATION) 4 9 o i LL 4 0 .1 iv L CW-16X12 — — — — — — -WK:-18X12 IG� � — — — — — — � �� 2 4 BM, °P X U tO -4" 7 8" io —23 8 CWC-16X12 —_ —bo qp 1. SLAB,E 2" 5l FRI 16X18 EXTEND _ SLAB 1 1/2" 6'_4" 14'-8" I V-7" 3'-5" 1'-8„ °p 4" CONC. ay I I w SLAB e l N $a bo ILL J LL SIM- 1A 2 � �( W VI N LL U! FM-16X18 ,., 4 m SIM —IA—2 1.1 1.1 4 4 I Y 16'-0" 2'-10" '4" 5'4" '-4" 21'-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" - V-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 +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE NTH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I1.CIINDICATES #5 BAR, MINDICATES 08 BAR,I♦NOICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6.361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/80246, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bx6 WIA4 W1.4OVER 310 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS] FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 16' - (2)#Sb FMC-16x18 16' CONTINUOUS 16, - (2)#5's VARIES TE-1 8" SEE PLAN 1. - (1 Tas s 001-61 TE-2 17' SEE PLAN 1a, - 2 F-24x24 24" 24" 12" a 7M (. a• F2-24x24 24" 24" 16' ) 's 7279le (_)1••�y CW-16X12 16, CONTINUOUS 17' - (2)#68 ) CWC-16X12 1 16' 1 CONTINUOUS 1 17, 1 - ) (7) #6's 1 #S IN CURB I VARIES 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdealgngroup.00m L AA #: 0003325 A 'oil W BtMDIv. as LOT ABBOTT PARK LOT #8 BLK #11 PROJECT* 04181.000-08111 MODEU 3EEB "2260-ELSTON" GARAGE 8WINTG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY — MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED ^ STEEL REINFORCING IN GROUTED R CELL SEE PLAN FOR SIZE AND Q IL LL AND SEE PLAN FOR SIZE CELL SPACING REQUIREMENTS '•� R ` SPACING REQUIREMENTS it W ¢� W 1 f},,—� GARAGE DOOR RECESS aQ d) n. "1 .:.1 ": L�FM aaa000 g 0 y Z W CMU WALL 8" CMU WALL ! . CORNER BARS, SAME SIZE AS LARGER BAR W e` y0y.�, -I IN WITH LEG EACH IN w UW N TOP OF SLAB ATALLION !� WAYCHANGES DIRECTIONS I , SO THAT THE STEEL REINF. IS CONTINUOUS tD TOP OF SLAB _ MATCH AMOUNT OF CONTINUOUS BARS ( �Ig CURB FOR EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) Ip 1g� EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOF' OF GARAGE 4"CHAMFER (1STORY ° R. LL CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �=p+ AT EL.EV: W/ 1/2" ISOLATION '.. ° JOINT (WHERE • W CHAMFER (2-STORY) #4 24" W/ 1/2" ISOLATION 8" CHAMFER (2-STORY) 0'-0' • APPLICABLE) i SEE SCHEDULE ` 30" JOINT (WHERE, APPLICABLE) Z 4. EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE„ FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie: 2 TO 3, PROVIDE 2 BARS), UNO 42" /'__,�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE ' C^'E3l4"=V-a 2 @ GARAGE 3CALE:34"=1'(Y' CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" 4 SCALE: 3/4'=1'-(Y' (1) #5 REBAR VERTICALLY W/ CONC. W U POURED CELL LAP TOP PLATE A MIN. OF 4W —may Q 8" CMU AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, V O/C BTM. OF WALL W/ PLAN #4 REBAR ®24" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD Z SLAB W POOD BEARING PROVIDE BLOCKING Z K 0 j v 6, U) I WALL W/ S No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE O � I �'— NEW REINF. BAR a YY SECURED W/ 2- PART TO BE T. PROVIDE DBL. TOP l&W* WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH Z'CAPPED t1 g I EPDXY. MIN. EMBED PLATE 6-12" EMBED. MIN. 16" OC GALVANIZED PIPE J Q 8, LINO SIMPSON SPH4 OR SPHB hPAOXV X. ° - WIFLANGE 0 BASE QQ o FOLLOW ALL MANF. BTM AND TOP PLATE lv 4" CONC., REINF. W/ 2 SPECIFICATIONS FOR W ¢ I USE AND ANCHORS W/ 10d x 1 1/2" .: W' #10 WWM ON o M = pp PREPARATION OF COMMON NAIL y NOT FILLALL USE 10d W 2 OJ POLY ETHYLENE O HOLE. O W VAPOR VAPOR BARRIER ON Z K z 3" K SEE SLAB SCHEDULE 2 ° WELL -COMPACTED SECURE FLANGE TO Q J ... CLEAN FILL TERMITE SLAB W/(4) 1/4" X 21/4" � g O + 0 1111 I TREATMENT SHALL BE TAPCONS QQ• TOP OF SLAB 2 4 ,.._... BORA-CARE (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) a 6" CHAMFER (2-STORY) •`l ` .° ' (2) #5 RESAR ON CHAIRS EQ. EQ. EE SCHEDULE _ IY 17' MIN. DEPTH INTO Z 2,000 PSF VIRGIN SOIL OR lB% COMPACTED SOIL FOR WXD, BAR SIZE VIRGIN OR ENGINEERED SOIL AND BAR QUANTITY SLAB HEIGHT LESS THAN X-C' mU PER PLAN ADDING BAR TO %INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION lDALE:34'=,'� NG FOOTIW! BLOCK WALL (W/UPLIFT) Cl !ALE: 3/4"=! L LAP TOP PLATE A MIN. OF 43' --�� LAP TOP PLATE A MIN. OF 48'---�._- L ND NAIL tEtl COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND NAIL 1E COMMON VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. OF WALL WI PLAN STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD CELL SEE PLAN FOR 312E AND WAOR 2x8 WOOD BEARING WALLW/SYP No 2 STUD! SEE PROVIDE BLOCKING 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS Z PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE f BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE lECURE ST. PLATE TO �. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL I.18" SLAB W/10d MASONRY O/C STAGGERED. Q NAIL 16" O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT m 2 a CONNECTORS NOT REQUIRED WHEN NO a to REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL W UPLIFT IS PRESENT, yO, POURED LINTEL P ) a -a :� �' 8 CMUFILLED CELL (TVP.) •'' SEE SLAB SCHEDULE SEE SLAB SCHEDULE'` TOP OF S : Q I 2X WALL FRAMING +- 0'�' TOP OF SLAB +. 0' < SEE SLAB SCHEDULE 1(Y' DIA SIMPSON STB2 BOLTS 5" .',��.; TOP OF SLAB 'a• 2e • MINIMUM EMBEDMENT INTO GROUTED" ENDS AND �_ ,�—• • �a°:•. bo 4 CENTERED UNDER WALL AND O.C. VERTICALLY ALLY MAX .. • , POURED MONOLITHICALLY WITH ° — - FOUNDATION AND SLAB e . • tANDRAR SEE SCHEDULE SEE SCHEDULE V FOR WXD, BAR SIZE OR VVkD, BAR SIZE EQ. EQ.ULE �`—�`�--"`���"` AND BAR QUANTITY AND BAR QUANTITY SIZE NT17Y INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL 6 9 SCALE:3/4"=V-a (NO UPLIFT) &=00TI�NLG.AND COL. PAD SCALE: 3/4"=1'-0' BLOCK WALL CONNECTION 11 SCALE:34"=1'-0 !QA`E 34'-''4" (NO UPLIFT) 1441 N. RONALD REAGAN 8L LONGWOOD,FL32780 PH: 407-774 SO78 FAX: 407-7744078 wwwAbde•igngroup.com L AA #: 0003325 b if A aUBDlV aIII I.OM ABBOTT PARK LOT #8 BLK #11 paOJEC'L� 04181.009-08111 MODWLo 3EEB "2260—EISTON" GAAAGR OWING: LEFT PAIGZ: DETAILS 160 MPH E . C STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 1O" EAD W/+1" NOSE d a i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o >> C g' CMU WALL d "' PAVERS OdY #4 REBAR (TYP.) 0'1Y m V W a O S' CMU WALL TOP OF SLAB TOP OF SM N m SEE SLAB SCHEDULE LWj W IW RADIUS OR e CHAMFER e y SEE SLAB SCHEDULE - Y ; •`, a W .... _ TOP OF SLAB !/� d a (A n — •fie ,ee'_ f SEE SCHEDULE AND BAR QUANTITY LAFOR WXD, BAR SIZE —^� w w j 2 w• e e " •° ^°` • EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD,R SIZE QUANTITY —�kuuu��� FOR WxD, BAR SIZE AND BAR AND BAR QUANTITY TRENCH FOOTING 2 EXTERIOR STAIR DETAIL 3 INTERIOR CURB FOUNDATION CMU WALL 4 INTERIOR FOUNDATION CMU WALL AT ALL PAVER AREAS SCALE: 1/7'=1'-0' SCALE: 1/Z'=1'-0" SCALE: 3/4"=1'-(I" SCALE: 3/4"=1'-(Y' LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2 D14 OR 216 WOOD BEARING PROVIDE BLOCKING i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SVP No 2 STUDS SEE p } SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ C PROVIDE DBL. TOP PLATE 112C WEDGE ANCHOR W/ Z' U WASHER SET IN HIGH STRENGTH EPDXY 5-t12" EMBED. MIN. 15' N 2 6" CMU WALL SIMPSON SPH4 OR SPH6-LAOC MAX. 0 m BTM AND TOP PLATE i ' ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL � * 0'-(1 TOP OF SLAB .- 0'-0' q TOP OF SLAB HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA Z q ° + 0'-0" EXT. PORCH SLAB 4" CHAMFER (1STORY) #3 1e L> v+ qa TOP OF SLAB q. WI 12" ISOLATION 6" CHAMFER (2STORY) a JOINT (WHERE #4 24' APPLICABLE) 2 MATCH STEEL 36' ° • • 6" PVC CHASE REINFORCEMENT PER SCHEDULE #6 6" PVC CHASE THRU FOOTING SEE SCHEDULE THRU FOOTING #7 42" fOR WXD, BAR SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 6 SCALE: 3/4"=1'-0 (W/ UPLIFT) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdealgngmupoom L AA #: 0003325 $ 1�i 0 W C eUBDIV ea LOT ABBOTT PARK LOT #8 BLK #11 P1tOJECT* 04181.000-08111 MODEL: 3EEB "2260-ELSTON" GARAGE 8KiNG: LEFT PAGE: DETAILS 160 MPH EM C 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-7744078 wwwAbdosigngroup.com L AA 0: 0003325 rr� SUBErv. Z LOT [PROJECT BBOTT PARK LOT #8 BLK #11 LL�� 04181.009-08111 UODZZA 3EEB "2260-ELSTON" GARAGE SVIMC: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1/4" ® V-V' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. ,, ,. TO HORIZONTAL7. REBAR W/ 10" HOOK d GROUTED BOND BEAM Z ° VARIES PER ELEV. N •I 0 5 O a #5 BARS Q 1 V' HOOK .d °q. d �, a �,.-°.-•,° • '� ° S CLEAN OUT REQUIRED Z 1'-0" Q FOR INSPECTION •O -° d a6 O 4 VZ' FIN. FIR. • ]] `pO A° TIE ERREBAR TO HORIZONTAL El i REBAR W/ 10" HOOK BAR SIZEI 48 BAR DIA. ° Z W M O #3 18" N5 301, 36 40 DIMENSIONS ZES ARE NOMINAL SCMU UNIT IZES OFFSET METHOD CONTINUOUS BAR#3SIZE 48B g DIA. #7 42' METHOD #4 21V MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTALNERTICAL #5 W 3 SCALE: 3/4"=V-0' - �� REINFORCING n L REINFORCING SCALE: 3/4"=1'-0" #7 47 SCALE: " ❑U O a NEW REINF. BAR N SECURED W/ 2- PART IL I EPDXY. MIN. EMBED 6'. UNO = Q FOLLOW ALL MANE U) SPECIFICATIONS FOR F 0¢ USE AND PREPARATION OF Z tq HOLE. Q. a .4 STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0" L441 N. RONALD REAGAN St LONGWOOD, FL 327W PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 8 a � o A aUBDtV. ae LOT: ABBOTT PARK LOT #8 BLK #11 PROJZBCT 04181. 009-08111 MODELC 3EEB "2260—ELSTON" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH E C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE 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 (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' " x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK pE I�� REMARK tO (2)2x6 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Pc (Pal) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx16 (1)M5 (i)q5 WA GROUTED SOLID B82 MASONRY 3000 8x8 (1)i/5 N!A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 114" - l'-0" F14AVOM/O8 I. a 6'-8" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoeigngroup.com L AA is 0003325 A o a Z avBDm at LOT: ABBOTT PARK LOT #8 BLK #11 PROJECT 04181.000-08111 MODEL: 3EEB "2260-ELSTON" GARAGE AMINO: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH EXP. C #6 CORNER BAR W/ 3D" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 1O' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR 2. 7YP. gxg•,#6 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL H3. EIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING Y\O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8k18" �D 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL, , REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / / TOP OF THE LINTEL. A �,\�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P$5 FG� 8x16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM •\O�� 9 EACH COURSE G 8x8 BOND BEAM TOP OF • ��TG�\� W/(1)A'b BAR .`: BOND BEAM F =FILLED Wl GROUT '(\AO U =UNFILLED GROUT SOLID FROM TOP ALL\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. L��j/( /�BEEAAM COURSE SEE NOTE 5 � p0. M\� O 16-1 T/11Y1/ O 8x8 PRE -CAST CONCRETE (GF�' NOMINAL LENGTH LINTEL W/(1)#5 BAR(L2) VIF HEIGHT OF LENGTH OF BAR =WIDTH OF MASONRY e OPENING -2' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT xFXx•iT/IMMS INOICATESADOUBLE BONDBEAM #OF#TS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 314"=1'-0" AND XFXX- 1TIOMOM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TOP AND XUXX-1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS LINTEL OF OPENING AND XUXX - 1TIOM108 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MINl SINGLE BOND BEAM 2x4 (MIN 2 X 3)13116 AT HIGHER ELEVATION TAPCON OR DRIVE PIN SHANK SIZE.145 MIN H WINDOW SIZE .300 MIN EMBEDM SINGLE BOND BEAM 1/4") W FROM EACH EN AT LOWER ELEVATION 1S' O.C. MAX. MIN 1-114 EMBEDMENT #5 BAR BENT AS SHOWN 9 2x6 (MIN 2 X 3) 2-3116 TAPCON � 1M„ PRE -CAST OR DRIVE PIN (MIN SHA WINDOW SIZE.145 MIN HEAD SIZ SILL MIN EMBEDMENT 1 114SLOPE FROM EACH END AND O.C. MAX. MIN 1-1/4" O EMBEDMENT b _ 2x8 (MIN 2X3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING UPPER AND LOWER #5 MIN. REQUIRED IN O.C. MAX. MIN 1-1/4" MIN. 2-120 PER BLK EA END N IS,EMBEDMENT BOND BEAM EACH CELL HOOKED IN EMBEDMENT L[CMUWALL TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:112"=1'-0 5 SCALE:34"=1'-0 3 SCALE: 3l4"=1'-0" v PROVIDE 3" DIA, HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I - SINGLE #5 CORNER A BAR, 30.30 TURNED UP !A O I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I it I�8x8 II CMU PIER PROVIDE 1K BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / 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'Q' SINGLE LINTEL, MULTIPLE OPENINGS � 1441 N. RONALD REAGAN BI L ONGM00, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngmup.00m L AA #: 0003325 pg v j iLi ntmDrv. ae Lo1r: ABBOTT PARK LOT ##8 BLK ##11 PROd)c 04181.000-08111 moDElu 3EEB "2260—ELSTON" GAMALOM awsxa: LEFT PAQZ: DETAILS %160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH---___ ENGTH eUe M418 6-IT 1T 1T/OB 1T 1T TYPE LENGTH 8!8 PLAIN 8/8 SOLID TYPE LENGTH a�e-IT 8118-1T 8/20.7T 81244T 804T &W-IT 8/&1s 1e 1Tn t7n 1Tr1 t7n -tT/i M-2T a(16-2T e20•2r e1242T 8128.2T V32-2T 3'�' PRECAST 1438 962 31% 4217 6321 e42e 7531 3'-8" PRECAST 889 1024 3 �' PRECAST 15a 3524 4394 528.9 6132 7D01 ?A85 8119 am 7706 9091 loam 9524 4994 8289 8192 7007 4'-0• PRECAST 1065 700 2305 3125 3945 4795 W97 4'-0" PRECAST 514 763 4'4r PRECAST 1363 3000 3815 4570 6325 8079 1961 6113 7192 e624 7827 8761 1363 3060 3815 4570 5325 e079 4'4r PRECAST 819 693 1770 2400 3033 38a 4300 4'-0" PRECAST 398 591 4'4" PRECAST 1207 2582 3375 4043 4711 5379 180 5743 7547 e752 W41 7665 1207 2707 3375 4043 4711 5379 54" PRECAST 931 1247 19a 2580 3123 3888 4249 5'-4" PRECAST 411 411 514" PRECAST Me 1808 2374 2944 3613 4084 r91a 44a 7198 7942 5780 6269 tote 2278 2898 9300 3881 4084 5-10' PRECAST 817 1024 teat 2090 2549 Me 3470 5'-10" PRECAST 340 339 5-10' PRECAST 9a 1499 1971 2443 2915 3387 11e1 3003 5877 SOW e648 5778 on 2080 2693 3107 3e20 4133 8 8" PRECAST 692 1139 3227 3031 3707 4983 5081 8'-0" PRECAST 410 721 8'$' PRECAST 835 1201 1578 1956 2332 27a 1130 3227 4608 MR 10000 8626 8r 1808 2329 2790 3251 3712 T-0" PRECAST 570 998 Me 220s 2a8 3191 3865 T-8" PRECAST 303 534 T4" PRECAST 716 900 1161 1462 1743 2025 M 2we 34ae 4854 70e7 6472 727 1624 2025 2426 2627 3228 914' PRECAST 428 1693 2204 2481 2818 2821 9�' PRECAST 192 364 9�" PRECAST 464 Sa 767 948 1129 7310 ga 1874 22a 3081 40a 48a 672 1316 1e43 19a 2184 2619 iv-6" PRECAST 388 487 1247 1707 1904 2163 2028 10'4r PRECAST 151 301 10'-0' PRECAST550 368 468 erg 755 899 1042 1407 1W 2781 9m 978t na 1472 17e9 n10 tea 1114• PRECAST 330 544 1312 1742 2252 26a 36W 11'-4" PRECAST 132 417 11'-4" PRECAST 430 408 530 853 777 872 644 1312 1742 2252 2888 3552 486 1042 1372 1843 1470 1710 12'-T PRECAST 308 507 1210 1596 2046 2566 3101 12'-0' PRECAST 111 370 12'-0' PRECAST 383 30047e 587 aw 783 507 1210 15M 200 26a 3171 440 940 1300 15a 1314 1476 13' 4" PRECAST 270 133 1046 1355 1732 2167 2696 13' 4' PRECAST 82 298 13'�' PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2315 2606 396 780 toffy 1312 1071 1203 14'-T PRECAST 254 388 978 1272 law taw 2279 14'-W PRECAST 71 293 14'-0' PRECAST 279 276 960 443 526 609 390 978 1272 1908 19W 2389 378 717 961 1192 975 1133 14' 8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 826 740 a66 ,168 1079 1429 1824 ZU7 2712 248 053 960 1237 1474 1715 15-4' PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 878 908 1134 1363 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1Ta1• PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 326 We 451 587 ON 300 ON 1121 1413 1739 2047 192 506 720 Sot 1136 1312 19'-" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4' PRESTRESSED 102 2a 348 430 513 595 236 736 9a 1200 1467 1716 lee429 623 am 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21,-4" PRESTRESSED N.R. 125 21'4" PRESTRESSED 142 219 308 3Bt 454 527 lea 596 $33 1038 ties 1466 142 373 537 e0 81e 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 2r ' PRESTRESSED N.R. 11e 220 PRESTRESSED 137 226 290 3a 428 497 1a 550 784 902 12D3 1381 137 958 513 Ba 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 246 302 300 418 129 450 654 824 1014 1147 124 319 455 1 581 1 W7 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774,8078 FAK 407-7744078 wwwsbdeslgngroup.00m L AA M: 0003325 o atMDM Z LOT: ABBOTT PARK LOT #8 BLK #11 Piton=T# 04181.000-08111 MODEIr 3EEB "2260—ELSTON" OARAGZ aMING: LEFT PALM: SAFE LOAD TABLES 160 MPH EXjkC 1 aCALS: 1/4-=1.-0- 1 S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 98 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE 1 CONCRETE LINTELS. t 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND " " " 3 CLEAR SPAN OPENINGS. '1 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4y. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE I\ \ •,\ SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE � , \ -n rr n n n u l 1 FRAMING SCHEME SHOWN VILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS It it 11 11 11 it It a 11 /1 11 11 1t I N )l LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND II II II II II II II II II II II II II II II II II II II II II h11 APPROVAL. 1, 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES 11 11 11 If 11 11 11 It It 11 11 11 11 11 11 11 11 11 11 I yI1 \\ SECURE 2x MEMBERS TO WALL WITH HILT( X-ZF, POWDER ACCTUATED II II II II II II II II II II II II II II II II () II II L II FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. to „ „ „ „ 11 If 11 11 11 „ „ It „ „ 11 11 11 11 11 11 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. II II II II II II II II II II II II II II II II II II II II II 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON 11 it 11 11 11 11 If 11 11 11 11 1 1— u u If 11 1 u RATIONAL ANALYSIS. II II II II II II II II II II II ICI if if itII II II II II II 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESSWi NOTEDOTHERSE. 14•• •• •• —• ,� •, •, „ •, •, 1� a 1�u „n 1 �==�hdl-N II II II , ,N- t 1 II II II II II II IIFJ211 II 4 If 1111 11 11 11 11 11 11 11 If 1 TRUSS MANUFACTURER / ENGINEER NOTES' - II - to 11II II II 1� �� II II II II II II II II II u n u n u u 1. ROOF GIRDERS W/ UPUFT IN EXCESS OF 2,600 LEIS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 1 4 I II II II IIn IIu II II II II II II II II II II II II of 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS 1 It11 11 of 11 11 11 It 11 11 11 11 11 11 It 11 11 11 11 11 WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II II II II II II II II II II (\ •) II II II II II II II II II II SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY! ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 11 11 11 11 II If 11 11 11 „ „ 11 11 If 11 11 11 It If 11 TRUSS CONNECTIONS. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. II II II II () II II II II II II II II II II MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. 2X4 II 4 II II II WOOD BEARING 11 WALL W/ SYP NO. 2 II 11 11 11 11 11 SECURE 2X12 HDR 11 11 II 11 11 I TO 2X8 HDR. MTS20 II STUDS 18" O.C. II II (I 'I (I W/(14) 0.148"x 2 1/2" ( II II II TOP 0'. DBL It WALL EL. 8'-8'. II 11 STU 11 11 11 NAILS i 1 11 11 11 SIMPSON LGUM26-SDS WI (4) 11, 3/6" X 4" TITEN HD ANCHORS TO CMU & (4) 1/4" X 2 1/2" SDS SCREWS TO BEAM HJ7 -_ _ =�1 DBLSTUDS 4 5 q .i .1 11 _NI HJ7 1 8 PROVIDE DRAFTSTOPPING SEC 12 H ALONG THIS TRUSS AS TO = = = TO L 2 LIMIT AREA TO 1000 S.F. W/(1 �� 9B 10B 3 PER FBCR 502.12. NAILS STUDS 1 .1 i WD r---------i - --------------- FIRE DRAFTSTOP 3/4"SUB 98 108 3 _—_------- ----- —L1G 1A FLOOR 2X4 NAILER 1 .1 .1 " SIMPSON HU26 W/ ((4 1/4" X 11 _ 1 FOR DRAFT =___= 23/4"TITEN2ANCH�RSTO-===PRE-ENG. STOP CMU & (2) 10d X 1 1/2" GALV. xEJ4 FLR.TRUSS - NAILSTOTRUSS 1]3A ELEV. VIEW 'I I PRE FABRICATED (JOIST 9B 106 3 y4 1 24" O.C. MAX _TILE:, 1 PRE-ENG. FIR. JOISTS i = _ _ _ _ — _ _ _ 1/2" WON PAN L W/ (2) 1/2" WOOD PANELS 3l4" PLYWOOD---"`- 111 DRAFTSTOP �� �iaaaaa�a.®a��.®aa� PRE-ENG. FUR. JOISTS 11��II 4 11 f1 ' 2X4 NAILER FOR DRAFT STOP 3/DRAFT TOP FLOOR FRAMING PLAN DRAFT STOP PLAN VIEW SCALE:1/4"= V-0" IJOIST DRAFT STOP DETAILS COLUMN SCHEDULE MARK SIZE A BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (3 1/2k31Y2") HTT4 W! 5/6" DIA. x 5" EXP. SYP. PT, WOOD POST BOLT 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32T50 PH: 407-7748078 FAX: 407-774A078 tivww.abdaigngroup.com AA M: 0003326 [k � O ae LOICI ABBOTT PARK LOT #8 BLK #11 PROJECT 04181.00�-08111 1[ODEIe 3EEB "2260-ELSTON" GARAGE swtxG: LEFT PAGE: FLOOR RMN 180 MPH E C A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)106 x 1 }" NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 k' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NA)LS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2. SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP 02 Z' x 4", 6", W x 4'-0" MAY BE ADDED WI 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 115 1 B 1 C TYPICAL TRUSS/ GIRDER CONNECTORS) scALE:34"='' " ✓ BIIGBRROGL T8I70E86 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) lr2" WOOD PANELS 90 2z LUMBER a 314" T & G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE PROVIDE BLOCKING i/2" GYP. WL. BD. ,, I -JOIST CONNECTION @ L.B.W. `� scALE:3/4'=V-a' (NO UPLIFT) OUTER V3 OF SPAN ONLY uw-,tt4 DEPTH 114•0 —HOLE EDGE -5/8" —HOLE DIAMETER < 25'D SGL. STUD HOLE EDGE >5/8' <OLE DIAMETER 305•D DEL. STUD STUD NOTCHING i1 AND BORING LIMITS 0 SCALE: ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", W x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 1_q{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5"TITEN HD TO CMU AND (12) SDS *'x 2 3" TO GIRDER 841) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) BOB }'x tx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED V (3) t6tl C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) J' x 5'TITEN HD TO CMU AND (18) BOB }'x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE: 8mm BAM ROCK 7NKiM 4500 311"WOOD PANELS 8000 (2)1/2" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2z LUMBER LSTA12 20 GAUGE t X,,2 HDG COMMON NAILS. ® EAGH END TOTAL OF 10 'M LVIJIJOIST WITH BACKER BLOCK HTT4 W/ SW A.S. WITH MIN. T' EMBEDMENT TO SLAB & (18)16d x 2-1/T' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 5� LVL/WOOD POST CONNECTIONS SCALE- A - SIMPSON IUS1.81/16 G 11400 USE, U < 70 LBS W/ (2) 314" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 USE, U < 70 LBS W/ (2) 3/4'- WEDGE-BOLT/JSOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-l/7' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G c 4140 USE, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) tOdx1-1/7' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1' 0- 8'-0" MAX (W/1X4) � R 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE:314"=l'-a, 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-a' O/C —� —END WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. �` BTM. CHORD BRACING `+ SCALE: 3/4"=V-0" (2) 2X4 N0.2 SYP DIAG. — BRACE W/ (3)12d 0 EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) O'-0" TO 30--0" (1)'X' BRACE 30'-l" TO 60'-0 (3)'0C' BRACE (1) "X" 8RACE @ CENTER (2) "X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X43RACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 218 PT. PLATE TO BLK W/ 177' DIA ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2z8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2z4 SECURED W/ (2)1Od's a EACH TRUSS TO BE INSTALLED 0 1 D_y, O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-a' 24„ 24' MAX. w/ (JOIST END 8" MAX. SW NG END wA-JOIST ACIN SEE FRAMING PLAN TVP TYP P END of MAX MAX MAX LEDGER BD. 7 THE USE OF ALTERNATE MATERIALS MAY BE 're (22 ERYBOPARTD 111 PROM USED SO LONG AS THEY CONFORM TO THE BOLT/J-BOLT W/ 2 LdD W. SHCREMBED. W H I. ENSURE THAT EXP. BOARDTo90LTUEOLTW2' BE USED WITH IJOI6T MIN. EMBED. (TYP) I-018T . (TYP) BOLT81JAOLTS ARE PLACED MIN. EMBED. MP) FOLLOWING INTO GROUTED CELLS, S' ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 2 NO. 3. ALL BOLTS TO RAVE WASHERS 4. EXP. 8OLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN B' ? O/C. S. ONLY LEDGER IN DIRECT (2) 2X8CONTACT (REAR LEDGER) WITH SYP PTACMU REQUIRED TO BE P.T. FRONT LEDGER m (2) 2(72 SVP Ff REAR EDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE E109ACM CENIR&WACM A DOUBLE SYP 2x8 1/2" W MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 34' W MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 10 SCALE: 3/4"=T-0" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES, 11 ALTERNATE MATERIALS SCALE: 3(4"=V-V' i441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 b SUDDIV. Sc f oT: ABBOTT PARK LOT #8 BLK #11 PR.OJSCT 04181.009-08111 MODRU 3EEB "2260-ELSTON" GARAGE BVnNG: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C SIMPSON FIB W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPHB BTM. IJOIST LVL PLATE STRAPS WI 10tl x 1 tYY'HDG NAILS WALL / FLOOR FRAMING, D±4gnPARALLEL TO WALL SCALE: .3".. #8 WOOD SCREWS L x 2" LONG 0 3" O.C.; STAGGERED OFF CENTERLINE 31" AS SHOWN L 8" CMU WALL REINF PER PLAN PER ELEVATION III 1,4. LL F SCREW PATTERN O zo WOIST (SEE x 0UaUa�I FRAMING PLAN) 0= EL (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A 12 O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR q TO EXTERIOR WALL E: 3/4"=V-7' #8 WOOD SCREWS x 2' LONGSTAG CRED C; STAG SHOWN L DBE. OL SYP #2 LEDGER. SEE BOLT SCHEDULE, t0IS3.1A 1 V CMU WALL REINF PER PLAN PER ELEVATION 4 LL Q F BlSRE1M PATTERN N Z Z Jx 5 V ATION 24" M IJOIST (SEE 2(4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS 0 17' O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE:34"=1'-0" PRE-ENG GABLE TRUSS ZA BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS N-d' O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 024" O.C.MAX NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD PER ELV TION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN ~�' TRU88 TO TOP PLATE 518" GYPSUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT W/ Z' ' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY IT'MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' DC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL017239 PLANS FOR SPACING. SINGLE POURED BTM. PLATE TO BE PT. LINTEL LIN E COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o. SIMPSON SPH4 OR SPH6 BTM 1r2' GYP. WL. BD. AND TOP PLATE ANCHORS WI 10d x 1 10 COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) tOd's EACH FILL ALL HOLES, DO NOT USE 10d 3" 12'k9" WEDGE ANCHOR W/ T WASHER SET IN HIGH STRENGTH TRUSS/INOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-0" O.C. MAX. x EPDXY 5.10 EMBED. MIN. 0 16' OC MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL °� TO CONNECTION SCALE: 3 4"=1'-0 • • °,'• A - N MT 1 SIMPSON �. 8-SIMP ON HTS-20 U < LB Wl (20) 10d GALVN NAILS. 1 C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W1(16) 1/4'kd'SOS, (1) 518° AT.R. TO HDU4 AND (10) 1/4" X 2 1/7 SOS TO POST TRUSS CONNECTION L.B.W. POBTTOBLAe00NNECTpw 9a 9b A8.8 ASU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA 6" EXP. BOLT SCALE: 3/4"=1'-d' - SIMPSON x SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5A DIA x W EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-1/2' NAILS TO POST. 1441 N. RONALD REAGAN BL LONGWOODI FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.ffildosigngroup.com AA #: 0003326 �>Nis; BLJMM Ale LOT11 ABBOTT PARK LOT #8 BLK #11 PROJECT* 04181.000-08111 MODEIA 3EEB "2260—ELSTON" GARAGE BpMG: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXT. C 29'-8" 2 V.8" 4 S2.1 b '4 io N G 3 d TOPS OF DECK 4 v� i --OPEN_-- i 4=------`--` --- '4 io N v 5'•10" 8'-10" 9'-0" 2,•8" 514" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" - P-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwsbdoeigngroup.00m L AA#: 0003325 m A BUDDIV sa LOT ABBOTT PARK LOT #8 BLK #11 1pmo"mTd; 04181.000-08111 MODEIi 3EEB "2260-ELSTON" CARACE 1 WWO: LEFT PACE: SECOND FLOOR DECK PLAN 160 MPH EXP. C 7 DBL TOP PLATE CONT. (3) 202 HEADER PROVIDE >a> 12' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE LAP TOP PLATE A MIN. OF 48" v �" ALL TOGETHER W/ 16d CONT. AND NAIL W/ 18d COMMON 2x HEADER SEE PLAN FOR SIZE COMMON NAILS, 2-ROWS, 6' NAILS, 2-ROWS, 4" O.C. BTM. AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER O.0 LAP TO OCCUR OVER STUD INSTALLATION. PROVIDE 1/7' �j c WOOD OR I2'PLYWOOD FILLER(S). NAIL ALL TOGETHER 0_ PLYWOOD FILLER($). NAIL N R W/ 16tl COMMON NAILS, W ALL TOGETHER W/ 16d W 2-ROWS, 6' O.C. COMMON NAILS, 2-ROWS, 6"— O.0 2x174 2x 0' 21ft SHORT 2x STUDS BETWEEN HEADER ABOVE AND a FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA. x 8" MIN. EXPANSION WINDOW BOLT WI 30 OVERSIZED JACK STUD 2x NAILED INTO WASHERS PLACED 16' O.C. 4" INSIDE AND OUTSIDE PLY OF MIN. CONC. EMBEDMENT SECTION A'A FILLER BELOW W/ 16d 8R.INiG COMMON NAILS, 6' O.C. no SHORT2<STUDS I I ❑ BENEATH WINDOW SILLS 2.6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2' O PLYWOOD FILLER(S). NAIL (5) 2x STUDS IN CORNER. NAIL 2x MID41EIGHT BLOCKING ALL TOGETHER W/ 16d THE (3) CORNER STUDS AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6' TOGETHER W/ 16d NAILS, 3" W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. O.C. END >>0. SIZE AND QUANITY F PROVIDE 1x WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10d x 1 12' O.C. LAP TOP PLATES GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 AT CORNER, ALL HOLES OR SPH8 TOP & BOTTOM DS 4'-9 MIN. TOP PLATE SPLICE STUD PLATE TIES W// 10d x 1 TYPICAL SPACING SPECIFIED AND NAIL W/ 16d COMMON 1/Z' GALV. COMMON NAILS ON PLANS (4) 2z STUDS IN CORNER. NAIL NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL THEE CORNER STUDS TOGETHER W/ 18d NAILS, 3" EVERY HOLE. DO NOT USE T D.C. 0 3" LONG NAILS BTM. MEMBER OF TOP —J 1�—Hq JI PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO *TYP. ONLY FL#17244 JACK STUDS SEE SCHED -OR #STUDS NDER EADER SEE SCHED OR # FULL HEIGHT 2x STUDs If A / 4" fO 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 32' O/C 6' MIN CONC.EMSED. TYP. i[ai7Fv1 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END 16' MAX. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)28 (3)2x8 (2)2x10 (3)2x10 (2)2x12 (3)2x12 FI IVACNG01C0.0. FIXIVACNGOW01. 0-2R =1 a O2(4 D2x4 Y (2)2.4 2 2x4 2 2x4 () (3) 4 AN KINGS t 2 SPAN 0-2R 3-4R KINGS 1 2 2x6 (2) 2x6 (2) 2x6 () () 2x8 (2) 2) 3-4R 2(4 214 2 2x4 2 2x4 2 2x4 ()2x4 () 40-2R 2x () (2)26 (2) 2) 63-4R 5-6ft 2x4 2(4 2 2x4 2 2x4 2 2x4 2 2x4 122-X4 5.6ft 3 5-6R 2 (2) (2)M 7-8ft 3 7-8R 3 2x4 2x4 2x4 2 2x4 2 2(4 2 2x4 7-8R 9-10R5 9-t0R 3 9 �12 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2(4 2 2x4 10 -12 ft 5 10 -12 R 4 6 2x6 2(810 - 2x4 2x4 2x4 2x4 2x4 2 2(4 2 2x4 2 2x4 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL 16' MAX. PROVIDE (3) STUDS ® NAIL STUDS NAIL STUDS ---A' \— PROVIDE (3) STUDS 0 CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d 0 17' O.C. 12d a 12, O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS PLYWOOD SHEATHING, "ROOFANALUFLOOR SHEATHING CORNERS LAP TOP SEE"ROOF/WALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16' MAX. SCHEDULE' — PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D C 1 pp MASONRY / WOOD PROVIDE (3) STUDS 0 CONNEIC R CORNERS LAP TOP PLATE MEMBERS n PLACE 30# ROOF FELT BEHIND SCALE: 1 12'=1'•0" //, VERT, STUDS SO AS TO NAIL STUDS) SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d 0 12' O.C. 12' DIA. SIMPSON TIEN BOLTS 5" M841MUM 12' DIA SIMPSON TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALL/FLOOR SHEATHING CELL, 6' FROM ENDS AND FROM CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16, O/C, MAX 16' O/C, VERTICALLY MAX liJ C3 NAIL STUDS ^ TOGETHER WI 12d d 17O.C. I ( I SHEATHING ON INTERIOR OR vq A B EXTERIOR OF — - - '�' WOOD WALL (1) 2x TO BLOCK ON 2x4 WALLPLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 8 2(8 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2d3 8 218 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE( TYP.) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 ju 4 f vnDrv. ae LOT:BBOTT PARK LOT #8 BLK #11 PROJECT# 04181.000-08111 MODRU 3EEB "2260—ELSTON" GARAGE >l1111IINO: LEFT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407-774.6078 FAX 407-774-4078 www.abdesigngroupcom AA M 0003328 a b pq� i a it 8tmDIV. Ae LOT ABBOTT PARK LOT #8 BLK #11 I+1COJmcT#1 04181.000-08111 MODMA 3EEB "2260-ELSTON" awitwOB 8WDfCt: LEFT PIKE: SECOND FLOOR DOWEL PLAN 160 MPH EXE. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X•ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK OrESCRIP ION REMARK Ot (2)2x6 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION to (psi) WH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - l'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774 6078 FAX 407-7744078 www.abdealgngroup.com AA 8: 0003325 9 o W >lVRDM as LOTil ABBOTT PARK LOT #8 BLK #11 PROJECT 04181.009-08111 MODEIA 3EEB "2260-ELSTON" GARAGE BWXNC;: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH ER, C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PL LFOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 ere oe 6-tr lr 1r tt -lrroe TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818.1T erte-tt 8129.1r e24-1r ene-1r 02-1r e�616 1e 1n1 1T11 tm lrn lrn e182T en6 zr elzo zr v21 zr area 2r ere2 zr 3' 6• PRECAST 1438 0n 3114 4217 5321 6426 7531 3W PRECAST 889 1024 3 4' PRECAST 1669 3624 4394 5263 6132 7001 � 6119 6985 7708 9091 WON1689 9524 4394 5188 6192 7001 4'0 PRECAST 1065 700 2305 3125 3946 4765 5587 4'-0" PRECAST 514 763 4'0 PRECAST 1363 3080 3815 4570 5325 6079 1961 0113 7192 6524 7827 8751 1363 3060 3816 4570 5= W79 4'46• PRECAST 619 533 1770 2400 3033 4300 4'$" PRECAST 398 581 4'-8" PRECAST 1207 2N 2 3375 4043 4711 5379 1825 5743 7547 6752 6541 7565 12D7 2707 3376 4043 4711 5379 5 4• PRECAST 931 1247 logo 25W 3123 9866 4249 PRECAST 411 411 5 4" PRECAST 1016 IWO 2374 2944 3513 4084 1319 440D 7196 7342 5780 am 1016 1016 ZUG 28M 3399 3961 4084 5-10' PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10' PRECAST 340 339 5-10' PRECAST we1499 W71 2443 2915 3367 1161 3893 5877 am6546 5778 920 2080 250 3107 36M 4133 B $" PRECAST 1130 3227 3031 3707 4383 5061 6'$" PRECAST 410 721 8'$' PRECAST 835 1201 1578 low 2332 2700 1139 3427 4698 7054 10000 8825 035 1888 2329 2700 3251 3712 7' 8" PRECAST 570 998 2496 2205 2698 3191 3665 T-0" PRECAST 303 534 T 8" PRECAST 716 goo 1181 1462 1743 2025 m 2498 3406 4804 7097 6472 727 1624 2025 2425 2827 3228 9'4" PRECAST 428 8D 7593 22D4 2481 2818 2821 ��' PRECAST 192 384 9' 4" PRECAST 454 596 797 948 1120 1310 on 1674 2298 3081 4099 4B9B 572 1918 1843 1989 2164 2519 10'-0" PRECAST 388 497 1247 1767 1904 2163 2028 10-0" PRECAST 151 301 10-0' PRECAST 356 408 612 755 ago 1042 660 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 IM 11'�" PRECAST 330 644 1312 1742 2252 28M 3630 114" PRECAST 132 417 11'�" PRECAST 430 406 530 653 777 872 644 1912 1742 2252 2888 9662 468 1042 1372 1843 1470 1710 12-0" PRECAST 308 607 1210 15M 2048 2586 3191 12-0" PRECAST 111 3T0 12'-0" PRECAST 383 306 476 587 ON 783 607 1210 1598 2048 2588 3171 440 940 1300 1580 1314 1478 13'-4" PRECAST 270 433 1045 1305 1732 2167 2535 13'�" PRECAST 82 298 13'�" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2318 2605 396 7g0 1057 1312 1071 12D3 14'-0" PRECAST 254 388 978 1272 low logo 2279 14'-0" PRECAST 71 Z93 14W PRECAST 279 278 300 443 528 no 390 976 1272 1806 1960 2989 378 717 961 1192 075 1133 14'-r PRESTRESSED N.R. NR NR NR NR NR NR 14W PRESTRESSED N.R. 283 14W PRESTRESSED 2E 422 026 748 905 458 1079 1429 1824 2277 2712 246 053 980 1237 1474 1715 15'-4• PRESTRESSED N.R. NR NR NR NR NR NR 16 4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 ale 906 1134 1353 1572 4• PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R 183 1T-4" PRESTRESSED 187 326 366 461 587 owiT 300 on 1121 1413 1739 2047 192 506 720 501 1135 1312 1914" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4• PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 206 348 430 513 595 235 736 959 1200 1467 1716 166 429 629 809 950 1008 2114" PRESTRESSED N.R. NR NR NR NR NR NR 21W PRESTRESSED N.R. 125 21W PRESTRESSED 142 219 308 381 454 527 180 M 833 1038 1188 1468 M2 373 537 ego Me 943 22'4" PRESTRESSED N.R. NR NR tot NR NR NR 2Z4r PRESTRESSED N.R. 116 220 PRESTRESSED 137 226 290 350 428 497 105 550 784 992 12D3 1381 137 350 513 6R 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR �� PRESTRESSED N.R. 91 24'-0'PRESTRESSED 124 174 245 302 300 418 129 460 654 04 1014 1147 124 319 455 5gt 6117 799 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 I q B 4 ml BUDDrV. & LOT: ABBOTT PARK LOT #8 BLK #11 [pno"=T# 04181.000-08111 MODEL: 3EEB "2260—ELSTON" GARAGE 8WMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH FR. C FE DM RA02/01/21 SCALE: 1/4"=1'-0" SItEET S5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL NTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" - I -V' 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-1744078 wwwAbdWgngfoup.com AA M: 0003325 d atMDlV. ae LOT: ABBOTT PARK LOT #8 BLK #11 PROJECT 04181.00 -08111 HODEIi 3EEB "2260-ELSTON" GARAGE BWDIG: LEFT PAGE: ROOF FRAMING PLAN 160 MPH FA G 40 r' ... ....:r •� a • • e ♦ ECJ, LL' .©r _ •Y© ROOF DMPHRAGMI FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 4020 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/3Z' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS O 4" O.C. EDGEWISE 2A BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK 212" 0.131 F1667 SCREW SHANK 170'000 RING (16-20 RINGS Bd RING SHANK 2 3/B' 0.113 F1667 SCREW SHANK PER INCH) RSRS41 8d RING SHANK, PNEUMATIC 23/S' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 10d NAILS ® 4" O.C. ON EDGE AND B" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS (a4" O,O ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT a 9" 0w Y WD 00 --_—.L sm '1 I I U BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER Wl BLOCKING 0 16"O.C, IF NO DROPPED GABLE END, ATTACH 214 92 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING � #8 2' DECK SCREWS G 5'-6' O.C. MAX 0 EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DAWANGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWMI ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7e1 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602.18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND A13C SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DAVVINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT VMERE 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 -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 DO 20 pd TOP CHORD non-PonourtefH 10 paf BTM CHORD -nenoon..r6 DEAD LOAD DEAD LOAD 15 W TOP CHORD 20 pef TOP CHORD (7 pd./ ASPHALT SHINGLES) (i�BTM CHORD BETE) 10 W BTM CHORD 5 DEAD LOAD TO RESIST WIND UPLIFT: IOpcf BALCONY UVE LOAD 60 PST STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD SPEED -180 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpd, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3W,, BALCONIES (EXTERIOR) AND DECKS: 40W, GUARDS AND HANDRAILS: 200pSf, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER VEHICLE GARAGES: 50pd, ROOMS OTHER THAN SLEEPING ROOM: 40pSf, SLEEPING ROOMS: 30pd, STAIRS: 40W SHOP DRAWING REVIEW: SHOP DRAWINGS ROLL BE REVIEWED FOR GENERAL COMPLIANCE VWTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TACT DOCUMENTS) ARE PROHIBITED VITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pTING EXCAVATIONS AND BLAB SUS-LAL FOOTING SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3MMM. MAXIMUM AGGREGATE SIZE SMALL BE 3W. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 311r. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND MODULUS OF PROVIDES -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0Ni#i01ID WERE INDICATED ON ELASTICITY - 1,400,ODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS UPPED S INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO f LEVELS BORATE UM FORAMWORK: 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 SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. AILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM AILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2K 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 WIRE MESH, SHALL BE ASTM Al 06VAl064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CAIRS SPACED Y-0- OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615AS15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DAWANGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 05 BAR - 30' #7 BAR - 42" PROVIDE 36' X 38' CORNER SARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE P1R = 2000 PSI, BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WRATH ASTM Cd78, AND SILL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P31 AT 2B DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 6" TO I (r. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/6' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SMALL STRUCTURAL STEEL? BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE' SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, STRUCTURAL7H CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: BEDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A38/A36M, Fy = 36 ku FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 46 Ma. STRUCTURAL PIPE SHALL BE ASTM A531A53M GRADE B TYPE E ORS F y y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 kM. TUBE NANO PIPE COLUMNS SHALL BECONCRETE-FILLED IN THE SHOP. 3,000 P91 REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WRATH DOUBLE -NUT LEVELING, ALL CONTRACTOR SHALL SUBMIT PROPOSED M%DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT ELCEEDSd- PRIORTO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REOLAREMENTS OF ACI 318 AND ASTM C94C81MOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS$HALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMWHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED w MINUTES. IF FOR ANY REASON THERE M A DELAY IN SUCH THAT A BATCH 15 HELD FOR LONGER THAN 90 MNUTES THE CONCRETE SHALL NOT BE PLACED. LT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SKALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSI: S FOR CONCRETE EXPOSED TO EARTH ANDAR WEATHER 1.12' FOR #5 AND SMALLER 7 FOR #B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1.1/C FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED DESIGN, FABRICATE, AND ERECT TRUSSES IN ACCORDANCE WITH TPI-10 "DESIGN NATIONAL D WOOD STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WALL 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 WITH ANSVASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAVANGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACIUTAE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. VWND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.16 COMPONENT AND CLADDING VINO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPDGTON SUE TYPE 9PAO. IREMARXS AP JGMNI 8RE TYPE SPICING REMARKS fx]PTFURRINO TO CABS HAROEIJEOCDL GARAGE ODOR BLC1t fl1'DA T APCONMASONRI POC _EMBEO.,x`_ ST.. MASONRYICdlO NAIL 11 LONG. . 0.0 TO MA80NRYA NO WASHER FASTENER 11?EIX.EaB S AL TEXT D00R8 fSEHAROENEp PQC W'INODNYWOW FaBTENEO OMAGEDOO —K 14'DAw IXPANSION BOLT Z•`O'o PEMBEO.,PENDtlBi., x PT, BEE NDTEB L11?LONG. STAGGERED INTO Mh90NT'Ix1NO. TO MASDAV,N.IC. WASHER 9'EOOE tlST. WINDOWBUCK GeEHAROENEOCDL PDc 1WnvGWr000RI FASTENED METAL srRAPTO CONTACT THIS ENGINEER FOR SPACING 1x PTBm—. -11V LONG. STAGGEAED TO MASOfN'/AXINC. MA.OWIYICONC. REQUIREMENTS TEXT. SWINOOOOR pJ 11891a 'TAPC/Jlr 1PQG 11/C EMBED.P E.D. NON$ARNG VAN tl1'° EXPANSION 4'EMBEO.xE Bl1CKb PT, BEE NOTE. _WAe11ER FPeTNFR DST„I_EDDE DST. WALL TO CONC. SIPS WIWASHER BOLT tlBT., YEOOE DST. h PT WINWWBUq( 0.13P PAFx]fl1` PAC NO. D9i 11? PT TO STEEL COL., SEE WI WASIIHt STAGGERED < EEOOE dBT. NOTE. UM 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 MANUFACTURERS SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTYPINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SMALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE B WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR W NDOW FRAME EXCEPT FOR AN EXTERIOR SWWG DOOR WITH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED IN TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744018 wwwAbdosigngroup.com AA N: 0003325 8 � 4 Ll __L__D StmDty. ae XoTill ABBOTT PARK LOT #8 BLK #11 PROJ=T* 04181.000-08111 MDDEt.& 3EEB "2260-ELSTON" GARAGE OWDFG: LEFT PAGE: DETAILS %160 MPH ER. C • • or y