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HomeMy WebLinkAbout38287 Sonnet Landing Ave20005 04EHB -HAYDEN yrqj i RE AUNG N A T i 0 A! 11 ED� i G 0 0 D ij AND Tr-!E Or* _'FPwvRH1b c- H ICI E S' REVIEW DATE 4 CITY OF ZEPH-, RHILL PLAN EXAMINIEY:R 12602 _rE=_L_E=CC>M DRIVE, 7AMPA, FL_ 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS nn= BUM= Omr, FaMmoMm. ABV ABOVE LAY, LAVATORY DATE DZSCFI1PTIION DR HORTON HOMES 12602 TELECOM DRIVE 7M UUM (2=) -ALL IWAL AM 9= COM -OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE- VB .10. DMOR FINISH- CLASS B A/C ADJ, ALF A BD. CL C CLO� AIR CONDITK)NING LUM. A STABLE MC. ALTERNATE MFR AMPERAGE mm. BOARD M."E CENTER LINE M CABINET MTL. CEILING N.T.S LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO SCALETAMPA, 06fw 2-STORY CM CONVOIRSM ARCHITECTURAL SHEET # DESCRIPTION omw BIDWT IS&= PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al-FUM FLOOR PUN 02A3AS ADM ELEV.J' 4 K' WrN SOINGS PER MARK DOMES ovwm BID SET W-ISeUED "W FOOTING REVISIONS PM K W*6 FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC ww SPm - vuit=160 IjPH Vasd=124 MPH :E(POSURE -C 1-STORY RESIDENCE - .2-SMRY RESIDENCE - M ENOT AS PER LOCAL CIA, CONC CPT. C.T D. DBL CLEAR D.C. CONCRETE P C Pff P.B. CERAMIC TILE P DRYER P DOABLE PLYWD. ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" 061" I -JOISTS 04COMPORATM INTO MASTER PLAN :10 CONSTRUCTION DOCUMENTS RE -ISSUED emm r�2 ADDED vAU.EY FRAMING DETAIL WDATED BOLLARD DETAIL AND STATE CODES D.G. DIA DUAL GLAZED PR' DIAMETER PX. PAIR PRESSURE TREATED OMMI - MAIL- 'APONG BAR TO DOD BEAM AVOW TO SL2A Pr. El -FIRST FLOOR ELECTRICAL PLAN DIM DISP DP. DR, DTL DM DIMENSION R. DISPOSAL RAD, DEEP R .0 DOOR REP. DOWNSPOUT RM. DETAIL RG DISHWASHER s.c. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS I 02 MAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. =-sD.S. OSIM REVISED LINTIEL SIZE AT FRONT ENTRY POOR 04"/13 UPDATED LEDGER MOLT SIZE 4 SPACING IST FLIZ LIVING 1,104 Sa FT. o6Awm REVISED I -JOIST LAYOUT 064M ADM LED LIGHTS TO KITC14EN 4 BATNPO" PM tum BALES ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND FLRL LIVING 1,501 Sa Fr. TOTAL LIVINGA 20ft SG:. FT. GARAGE 431 Sa FT. POFrJ4 ELM W III SIM FT. TOTAL ELM W 3X3 Sa Fr. MV PATIO W SQ. FT. EA, ELEV. EQ, EXH. E)Cr. FG/FX F.G. ITS. FLU. FLUOR F DR FIG. GA GAR DISP G.F.I. 0. EACH ELEVATION S.H. EQUAL SHT EXHAUST SHTIIG. EXTERIOR SHWR. FUELD GLASS s M. FGAS s , FINISH SL GL. FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING 'TEMP. GAUGE THK. GARBAGE DISPOSAL TDC. GROUND -FAULT CIRCUIT T 0 . P INTERRUPTER T O.s GLASS TYR SMOKE DETECTOR SINGLE HUNG SHEET SHFATHWO SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOF SLAB TYPICAL PG D2-DETAILS PG D3 -DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-BALL ASSEMBLY DETAILS PG WA2-BALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAO-WALL ASSEMBLY DETAILS Vla&ft ADDED STOW OPTION TO ELEVATIM W, VV 4 V OUM LWGER ISMT SPACIVs FEWED IMAS — ADM OPT. V-& CEILING WErim ovem REPLACE USP CZMEcToft uM 5111" catecToRb 03/oWe REVISED MAL ON SWEET 02 01r. V-0 Q.G. Wit — 05/100 - REVISED 6TAfFWASE AND STAR SECTION PETAL MIMI =0 MC UPDATE 0303/21 ADDED SOFFIT DETAILS STRUCTURAL SHEET DESCRIPTION # GYP. BD H.B. H.C. HDR, GYPSUM BOARD UN 0 HOSE BILL HOLLOW CORE V P HEADER W� UNLESSNOTED OTHERWISE VAPOR PROOF WASHER 03AMI ADD FLAT WADER 0 T-WAFF. (W-0 C4A ONLY) PG Si -FOUNDATION PLAN PG S11A-DETAIIIS DRAWING / CONTRACT DOCUMENT REVIEW BY BUIMER HGT. OR FIT HEIGHT W, INSUL INSULATION WIX WITH WOOD PG SI.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES AM LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 11F INT INTERIOR W W W.I. WINDOW WROUGHT IRON WROUGHT PG S1 . 2AL-DETAELS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS ANY ASPECT OF THE CONSTRUCTION (AS PG S22A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.IB-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.IC-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN Rn's IN WRITTEN/DRAWN FORMS IN A TnMY,,-,' MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES G S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNI-DETAILS CONSTRUCTION BY THE BUHMER WHEN NO RR's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. I i N. RONALD REAGAN Bi LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #,.0003325 4A z 0 X rouimm a. M74 ABBOTT PARK LOT# 22 BLK# 9 PROJECT* 04181.000-22091 MODIII14 4EHB "2605-HAYDEN" GAP-%GZ BWING: LEFT PAGIM COVER SHEET "6 MPH EXP. GBERAL W= 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE 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. 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 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. srEwm 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 B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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.' T1 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR 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. PLU1 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 P3D05.2. 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. E KTE RIOR MALL COYEIINOi 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 EKTEAIORFiEIfEse 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-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-Cl063-19aAND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 11T GYPSUM BOARD. R302.7. Ex1900RC� 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Eun3=SOFFIF8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 p s rr y o w a H StmDIV. & I.0V ABBOTT PARK LOT# 22 BLK# 9 PRon=TAI 04181.000-22091 MODE7i 4EHB "2605- HAYDEN" C;ARAG]C 31FMG: LEFT PAGI& GENERAL NOTES 60 JW H gA. C :. -� i7\ <frsc D,W. 6/15/21 BCAI9'• 1/4"=1'-0" DIM= GN 42' 1NO HMJ• $IALL UV GAP (2) LAYER$ OF 3/4' FLYWOOD OR (2) LAYEF6 OF 3/4' SM 5_m• FLOOR MATERIAL RIPE FOR $OLm NASNO LA/� U N . 3/4, TKi an nAOR —$Scum TRE406 TO 6TRNam AHU U1K31! 3' 6QRUI6 • EA rm � xleDme 6TPNN6at uDti1PW.ACW $Rwu mErac moew THE CLEAR SPACE BETWEEN OF & R eRfat »r I I/2' THE HANDRAIL AND THE WALL 9'-4 3/4' 2ND FM. FLR MIN. SHALL BE NO LESS THAN I I/2' G \ HANDRAIL • 36' AS PER FBCR R311.192 Lh�_RE-IPFORCMKs \ W/ 2X4 a'-o' sue. iGT. PRm-E16'0 FLOORM \ \ NOTE: Ham "Tw (e FLOOR PP%94ms OHM$ ) \ 42• H W \ HANDRAIL ENDS SHALL BE To came+ TO F8M i \ AP RETURNED TO THE WALL OR IN .01TWN w 3/4' KICK TERMINATE INTO A NEWEL la KWRI$HF.T 3/4• 3/16' MAX. INBTAIR DATA: \ MATE I' MAX POST. VAMATWN RR$E!6/IIOEAD6 ADJACENT TO EAGFI BR 6 IS2' \ N081NG OTHER 34A MAX VAMATICN IN ANY 14 TREADS • \ 1. RReEVREAD HANDMAIL CRQ= 1®'* I' N08MCs MINL ,� 6 DIA TO 1 V4• .-V4' \ OR PR VE E T OR PRDVNE EclIVALEM S T 0 R. \ 6RA$PADB.RY 2INDLRB- MK 6' uDe • �� NAWWW " L w \ 9� -a NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A \ DIAMETER OF I#'t 2' OR A NONaRCULAR CROSS SECTION WITH A 3-2zQ GYP 6TIEYaER $FP \ OF AT LEAST 4' NOT MORE THAN 1/4' AND C i'-4• Nam -ENCLOaM ACCE8605LE $PALS UNDER 6T.MR6 $WILL HAVE WALL6. URN* RmMOR= $Brix, UW.CW. BRAD CP 4 FL-/00 OR sRMILARE . \ ' o PERIMETER DIMENSION BUT 6 A LARrxEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 6TAIR lUe�ACE AND ANY 8OI4M PROTECED TON"ENCLOND W* HGRm:4 RUN \ g $Rnl1 w' laYPM BOAgD&POM 0t1 _ DBL. 2 X 41E-NFgRICNCs \ 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF X 12 iTRMOR \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY FLAB a SECURE DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE M m-m FPLrira 2X4 Anac1RED $v RPd SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM 1'IA$ONer HA" 2X4 P.T. STRESSES- PER SECTION 160-l8.1 / F.B.C. 2020 SLEEPER KW GLAD a"M 0' OF EACH END, W* OG. MAX A BAR "DETAIL BALE, STAIR ®SECTION C HANDRAIL SECTION HDR. DTL. D SCALE: 1/2 NOTE: HEADER FMISN TO BE FER CCMMMITY STANDARDS i"l N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 w .abdeslgngroupxom AA 6: 0003325 J a yT m o 8 SU33DIV. Q$ L O: ABBOTT PARK LOT# 22 BK 9 PiiOJffiCT# 04181.000-22091 MODS4EHB "2605-HAYDEGGAR GM BIVXN LEFT PAGE. FLOOR PLAN SECTIONS / DETAILS 60 PH EXAq F,ppA8/15/21 14 OCA=: 1/4"=1'-0" alfz= A1A �w' �44wwxwwn a 13 ;474447e4e*r44r*e*4 I'm =0 Im in il■i ,4 X 4 'o wr' dMI-CH "-t" I I "4-OH V-%REe* MMOS Telp — FLOOR BELOW T-4' 5'-4- 10, SECOND FLOOR PLAN WALE: 1/4 - I'-V' 144I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww .abdesigngroup.cm AA#:0003325 0 OX713DIV. &c ]LOT., ABBOTT PARK LoZfIV 22 B 9 F.noj=#T 04181.000-22091 MOIDEU 4EHB "2605-HAYDEN" GARAGE BIVXKG. LEFT PAGE: SECOND FLOOR PLAN 160 A EXR, AN NO DATE 6/15/21 8CAaM- 1/4"=1'-0" millm"r A2 25'-4' BLDG, HCsT.., -_,---- SFIAKE SONG (TYPJ 6' TRIM :::: BOARD 6' RAISED BAND 4' FREIZE BAWD (TYI'J IT'-4' 2ND FLR., Bf IT 4� _ Pn-ON 16'X62'_\ DECORATIVE SHUTTER OR EaAVALENT 6' RAISED BAND 2ND FIN. 8'-O' CLG. HGT. OPT. COACH—� L6HT Il'-4' 2ND 5,Za HGr. V-4 3/4' 2ND FLR FIN. FLR/51W.. HGT. 0'-0' FIN. FLR __ ----_---_— ------- I.. llz _----- a----------------P; Mill FRONT,�. REAR ELEVATION-K SCALE: 1/4 " I'-0' TEXTURED FNISH FYI" 161X48' DECORATIVE SHUTTER OR EOIJI VALEtC IT'-4' 2140 FLR. BRG. W.T. I EKnD(n OR I I EclUIVALENT I I 4' RAISED BAND I I 6' RAISED I I BAND (TYPJ I AV-4 3/4' _ 2ND F� IN. FLR ' •• ENS I I I I I I TYP. 4' RAISED I I BAWD (TYPJ B' RAISED I I BAND (TYPJ I I ,ti0'-0' FIN. FLR IT'-4' 2ND FLR - s�ti�.rHG '-4 3/4' 2Np FLR FIN. FLR/B,;r HGT. I �8,0' CLG. HGT. I I TYP. L__ 0� 0 FIN. FLR AREA OF ATTIC = 1585 SQ FT. NET FREE VENTILATION AREA REQUIRED = 1/300 RE QUIRED VENTILATION AREA = 158ri /300 = 5.28 VENTILATI ON AREA X SQ. IN ONES PER FT. (144) = 76D8 SQ IN. NEN. REQUREDVENTILATION = .SX 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGEVENTIIATION AREA = US SQ IN. PERVENT 38Q 4 /115 TOTAL♦ Of VENTS REQUIRED = 130783 TOTAL t OF VENTS PROVIDED = 4 1R' M41CK 2 COAT CE I04T PLASIM APPLED DIIiECRY i0 MASONIET 4W 6ALV. V-TYPE FL.ASFINO SET N ROOFINd. CEMENT POEMLASS SHINN-ES WA D®tl-AYMENT AS PER RWR 2X6 6YP PT LEDGER SV SOSJl ROOF "ATHSYs THIt"ESS AS PER SHMT SHL SECIiED FM VJS�' 11NM.4DED ROD 32' oa N WR{NN 6. OF EACH rt461@Et SCHEDULE END MAX SET N OPWOON 6lTSON LSU-26 FITGEN SiR@YTH EX-owr ELEV 6' MN EMBED. 2rb "RAFTdM OR ROOF SLom --- 1 CLEVATION 2X6 SYP Pt LE'DISER SV MN. T/K• OSD 6HE/4THSNO Ve'W THREADED ROD 421B8ET TO BE SEdWED to 92' Of—t uetT•IN 6. OF 2X6 19 MlE�M SV 6d NAILS EACH END MAX SET IN9. or_• Pou 10 R P-4' SIGH HII-SON HGTRTNST14 6"%CN LLIS-26 UV (4) 10dti 2�_®• DTO)GT 6• MN m-NED. TO LEDGER AND (2) IBd'a TO 2.6 JOIST CWAN EL. FOR SOFFIT OVERHANG DETAIL A SCALE: 1/2 " V-0' E)Y@IEEIffD WOOD TTdbSES • 24' Or — SUBMIT SHOP DRAWNGS SCALED BY 0 PROFE6610NAL Tsr,6me FOR REVIEW . AND C211INIS PLYWOOD SHEATH" SEE 6TRUCMAL 2N10 KA Bltfi NOT TPER IL173 0 --- - R7oFNb AND PLASHNO EV DRP IRM WftAre 00 ANOIOM EDGE PER M'FR. SL4IYRONtEE REGanlm errs et3e snWcntaAL SRAP FASCIA WITH BREANC METAL OR M bG, US, WOOD FASCIA SEE STRIJCTIIRAL FOR FASTENEIM VENTED SOFFIT PER ATTIC CALC'S Id' TRIM 2 COAT C8'ENT PLAGTER APPLIED DIRECTLY TO MASONRY "GI D TINH PER ELEVATIONS 2ND RR WNDOSI Plat PLAN RAKE SOFFIT DETAIL B SCALE: I/t . 1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 mommommilo W V 0 SLTHDIN. Ac L0 7`. ABBOTT PARK LOT 22 BLK# 9 4EHB "2605-HAYDEN" 3ARAGE OWUM: LEFT PAGE: FRONT & REAR ELEVATION "IC [60 MPH EXP.. C 7 t;? AM NO 93M D 7M 6/15/21 SCALE: 1/4"=1'-0" SiiEET A3 K ELECTRICAL LECsEND SYMBOL DEPINITION NOTES -e nev ounzT 2S A1• SNSLE mA wv OUTM nov OUTLET n OF DunEr 9" m TO •wffm an SOV ounsr Nsompwlt loo A M&WANT TYPE) a@ 220Y aMAT (4) ME CONNCROi UP f� Oft. wTa9�ICQ CurLCt 4R.t' W RMLt Mg4lIP16e SWTCH /WTCH 3-NAY OPME W4 BWTOH 4-"Y OPM oLwB CELNG LIGHT I L� LED CLO LrGHT LQ VP Lm VAPOR FROM LINK O VP VA"m FROM LISHf OQ i CAN e♦BR. 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CAPACITY OF SO CN'I WEPWITMW PER EJ•.GTISCAL PROVISKHS CP MCt10N nSOU PeON TTH ®RIOT r2 l • LA NDW MOOT RiCFPTACLE SHALL BE a oaten PALT CM=-HIlPMA-M PROTECTION FOR PL'MONB CN momAm • WRM TETHSO SHALL BE NON I'ETALLIC CABLE PEN MACTIOCAL PRDNNONS OF 03Q2TTH QJ2d= • ALL WORD TO CLT'PLY W1H ELECTRICAL PROVINOHS CF no PBON TM m Gwen • 7S OP LN4HINa MUST fM SNSST SFlCCR TYPE PER PAW Oof ROOF ----------I wP I --�--- P GLCs FAN G FAN I I QQW 1 � i ROOM Z F'RE-WIRED I - — `.� CLG FAN I BDnL#2 I I GFl L'Kl % --------- To 2ND PA BWITGN � I T 6UT�+ `� ��T I i i OUM I d B=42 I IV � I 1 1 • I OUTLET ; O{ ,FOR Owl I I I i I IGF L GPI PM - GARAGE Pa �GFI 0 44• 1 i GARAGE AFF. c-------1 DOOR S/CO BOLLARD I = = c AS Ma -- T- PER SLOG. CG'DE III \ �• ill Pi« � III KEYLESS FIELD Ut FIXTURE �I ll GFI FM `III PRE-URED LOC. 99 GARAGE ,III CLG PAN DOOR 'III PREw"m GFI IRRIGATION {7111�f1VD - OUTLET % iBI 4W AFF. 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COORDNAM WrH THE ELECTRIC G"ANY PRIOR TO END, 7m.mr4l IE Se[r10E GBLE TdLEVM1ON 0i11tAJTCE SEM4CQ BYTRMCE EOiRMiT Bair"" lVFV4KNTEItb AL AT BOIO3JG VOLTAIAL c LOW VOLTAGE CONNECTIONB I V cu SEItvm m1w ND CCNNl== TO 00HOP E ENCASED POOTEIt S"M PER ELEC7MCA1. PItOVINONB CP RE Flam TTH WD" DIA x S Pr L.OK3 COPPER Cl 4D afWLM "M 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngmp.com AA M 0003325 J p r� 3 a OXMDIV. da LOT ABBOTT PARK LOT# 22 BLK# 9 aoJECT/T 04181.000-22091 1[ODEL: 4EHB "2605-HAYDEN" GARAGE 8W NCi: LEFT PAGE FIRST FLOOR ELECTRICAL PLAN 160 MPH E C BCALE: 1/4"=1'-0" 119 = E1 ELECTRICAL LEGEND SYMBOL NOTES _DEFINITION my ONnxr 20 AMP 11 a n P'CLE nw CUTLET nv• Onft£T U2 OP Oan.LT Grim TO MYTCN =(DPfi IIOV am,,Niaer?mft vm IdNTA11r rrm E@ 220V O{n sr (4) e1KE C01eOTION �1 ounst ROOP GOMM M[NePI&!T f "CN &mTCN 3-W4Y arm �4 SUITCN 4-"Y OP t 114LL MOIMm Lahr CEILNS LISW © LED CLa LOW ONp Lm vAPat Meal LMM O VP V~P1eOGP LIONT O Cm eVow. PAN ICM Mae fair. ve/T-WiN EiLaNT IaM MEtfa M. Y Pamwe (Sr"" TeD CY ® MJ)mtcl rr 2.ele.eeolP AROSO <IE�ED) � r w))ollmcs+r 4' NJCIl/CBIr p ro—..--a--..-• d 4' TRKK L11M Q PNF1 sib METER OSD. 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CAPACITY OF b CRT MNIVIRTENT Mgt eFCntlCAL FROWN" N" OF SECTION Me" • LJ1eDW BOOM RECa•TAGLE eI1a.L eE aleClt4a PAILT CIIY.w N1®dtltRR PROTECTION MR PIRAONNEL ON p9mo RB WMIS MCTUM ONALL a NON METALLIC- Cams Pee ELSVPUCAL PMPVINOM OF Peas TTu ED CU= • ALL WOW TO COMPLY OTN ELEGYMCAL McOV19K06 OF 11111 leCJe 71N ID CAff01 ' 11 OF La6TI1a MINT eE BBf9T e7Y�R TTPE ree OVICNICY) 2f2e_ Ith ®mat 1111/1041 i 1-------------------------J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-V r x1m 31 5 LED LIGHTING @ DOUBLE LAV. SA'rW h LED LIGHTING Ca? DOUBLE LAV. SATF4 9 �, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774F078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003325 e1 Z 4 9xmDIV. de LOT: APARKT LOT# 22 BLK# 9 PROJECT# 04181.000-22091 MODEL: 4EHB "2605—HAYDEN" GARAGE 81FMG: LEFT P SICOND FLOOR ELECTRICAL PLAN 60 MPH E C 1U ' DARn"Jt'E: 6/15/21 SCAL$: 1/4"=1'-0" E2 FIRST FLOOR PLUMBING PLAN MAX V4 • P-0' i L------------------------J SECOND FLOOR PLUMBING PLAN SCALE. V4 " P-®' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 LA FAX: 407-774-4078 LAv -� 7' www.abdesigngrouP• LAVA = T AA #: 00D3325 MAIN PLUMBING RISER ss� O g ij SvsDiv do LOT ABBOTT PARK LOT# 22 B 9 P120JffiCT# 04181.000-22091 HODEIc 4EHB "2605— HAYDEN" GAP-tGZ 81WWO: LEFT PAGIN. PLUMBING PLANS 160 MPH EXP. C DwT 8/1A 8CALE: 1/4"=1'-0" 8iiZffiT P1 HVAC NOTES - LEGEND 1. ALL MECHANICAL Eli11PMENT Si BE PROVIDED WIT44 PROPER CLEARANCE, FOR SERVICING, PER MFG. REQWRET'ENTS. ® SUPPLY AIR ER 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE RETURN AIR GRILL OF NO LESS THEN R-S RATMKs. ALL SEAMS SHALL BE SEALED i GLASS FAB 4 MASTIC. AND INSTALLED AS PER FSC ITH EDITION (2020) MECHANICAL 011i CODE SECTION 603. ® SIDE -WALL OR 1 WAY DIPPUSER 3. ALL FLEX DUCTS SHALL BE APPROVED UL 0 CLASS I AIR DUCT AS PER Ni WA 2-3) — SOLID LINE- SUPPLY TRUNK — BROKEN LINE" RETURN TRUNK. 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHA'MET OR VENT , BALANCING DAMPER OR OBD OUTLET, OR SANITARY SELLER VENT OUTLET O CEILING EXHAUST FAN S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTtRUCTED CF SMOOTH GALV METAL OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 R FL CEILING EX4Al18T FAN 4 Li 6. ENCLOSED SUPPORT PLATFORMS 814ALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION O/A OUTSIDE AIR (2020) MECHANICAL CODE 603) ® THERMOSTAT 1. BATHROOMS CONTAINING SATHMM, SWO ERS, SPAS AND SIMILAR BATHING FiXi11RES 814ALL BE m PASS-THR) AIR GRILL MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE WDER-CUT DOORS FOR MAKE-UP AIR TO BE ICED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WAIL PENETRATION AND BE SLEEVED OATH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SI.641-1- BE INSTALLED TO li RECOMFENDATIONS AND FBC ITFI EDITION (2020) MECHANICAL CODE SECTION 601. I0- GRILLES AND OFFUSER8 SHALL SE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DEF BOOSTER FAN OR EQUAL. PANMC 4 DBF 110 DRYER BOOSTER CAPACITY SO LINEAR FEET i MAX SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER BEDROOM J2 PANS W/ DRAINS ATTIC 12x8 CEILM4G EXTERIORWALL �rs P� P y AIR RETURN µUS' II SUCTION AND LICUID PASS SECURE STRAP TO CCNC. W/ (2)-3/IS'X2' TAFC0NS IT AIR SUPPLY SIMPSON y REFRIGERANT LINES BATH j TF�IRU I I +�----I I ------ WS ROLL STRAP OR EQUAL AIR HANDLER y EXTERIOR WALL 11111111 y 3/4' PVC CONDENSATE DRAIN LINE I til�S• I I - SECURE STRAP TO WIT W/ l2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB �O 1/4' Si MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RET� CONDENSING WIT 8 TRAP DRAIN LINE AND TERMINATE - CONNECTION TO PAD IN AN IT4 EDITION N (202 ) PER FBCR TiH EpiTION 12020) N N 3/4' IA. NOTE: MAIN COND. DRAIN 3/4' DIA MECHANICAL BLDG. CODE SECTION 30T1.4 OVER HEAD • FROM HVAC DRAINS SCORIATED NICKEL FM. FLOOR BRONZE FL. Fl- OR WALL BRASS -�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC nFLOOR SLAB CLEAN -OUT (TYP 1 CCWTERSINK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. -r; r-e'xe' conic. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUI RED (EXT.-GROUND CLEAN -OUT (TYPN) GARAGE f----------, I I Am 12XS S' S/A FROMABOVE III / m , I FOYER 'iii FIX In ill PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • 1'-0' .1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 W ww.abdesigngroup.own AA A: 0003325 a 0 a 4 [GAalti HDly Be LwoABBOTT PARK LOT 22 BLK 9 OJ>�TMj:81.000-22091 DEI�4EHB 05—HAYDEN" 8111111 LEFT PAGIM FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C DAB/15/21 MCA=: 1/4"=1'-0" B*Ecw)` M1 2X4 TOP PLATE PRE-FAB TRUSS la' CJ- BOARD In- DRYWALL SECURE W. - PLATE TO & AS W/ IIId MASONRY NAIL • 32. O.C. MAX FIN. PLR 2X4 WOOD STUDS 024' O.c. SLAB Mw I C: .71 U(Ja In PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON-BRG. D.� SCALE. 3/4'.I'-& FIBERS-9-Aft SHINGLES WITH UNDERLAYMENT AS PER fBCR 90SJJ. ROOF SHEATHNG THICCNE68 AS PER SHEET SNL SECURED PER FASTENER SCFII DU.E FRe-ENO TRUSTow. MTL. DRIP EDGE 2x FASCIA PERELEVATIONS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR6 /S. Gypsum BO OR IR' HKH STRENGTH CLls BOARD SEE ENEMY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION �SFWINDOW ATTACHMENT PER MANIFACTURE9 BPEGIFICATIONB REFERENCE STRUCTURAL Ix2 P.T. FURRMG,, STRIPS • 24' O.C. a' cm� 1/2' GYP. UL MO.� WOOD BASE - e . ° A. ' a n W/ WINDOW OPENING ti S' DIA. KJE", Do NOT art ISOND SEMI NOT CUT SOLID GROUT 7FC BOND & n/-'S DRAM (2) COURSE - RERARB QPIPE THROUGH BOND BEAM DT Sc+u E. 3W.1.4v FIBEIi'a1.AS8 SHINGLES WITH UNDERLAYMENT AS PER FBCR 90SJ1 ROOF S►EATHMG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS 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 • ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH F5CR 2020 ITH EDITION, SECTION R301.13 AND 16055.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO 5E USED FOR THE (1)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'-P-90. UNDERLAYMENT IN ACCORDANCE WITH FECR 905.1.1.1 OF THE FECR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. ! '►:4�� � � AD74�i: � i!i�itiTiti!i�Q�Ti` !=� _ i 2B GAS LINE THRU BLOCK D ur.r� FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W511. ROOF SHEATHNG THIGOJESS AS FER SHEET SNL SECURED FER FASTENER SCHEDULE MTL_ DRIP EDGE 2x FASCIA PER ELEVATIONS WALL SHEATHING THICIWESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET 8141 PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FK FLR,L e' cm 9' pm 3 GARAGE DOOR JAMBS D1 SCALE.-11/2'.P-0' i-2X4 SFF 24' OJC. MAX. SECURE Ul/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —FER STRUCTURAL DETAILS^ STIFFBACK AT ALL U'RIC44 PER STRUCTURAL DETAILS PRE-ENIG WD. TRIM CONT. 2x RAT RN SECURED PER--Z/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,J.F£R ELEVATION 5/8' GYPSUM BOARD OR 1/2' WI&4 STRENGTH CLG. BOARD R-4.1 INSULATION WINDOIU ATTAC491ENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. WL.150. WOOD BASE— FIBEMLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR 908JJ. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER 80- D MTL. DRIP EX# 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING T14IC K OS AS PER SHEET SNL SECURE PER FASTENER SCFELULS ON SHEET SNL 2x P.T. SECURED PER STRUCTURAL DETAILS Cm • — _ k 0-0' FIN. FLR 4 ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ° ACCORDANCE WITH FECR 2020 a •' 4' 'NTH EDITION, SECTION R301.13 AND 160S.5.1. n TYP. WALL SECTION Vv��� NO OPENING NOTE: `\l-STORY GABLE BLOCK WALL METHOD TOUSED FOR THE INSTALLATION OF ROOF D1 6CALE.3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH F5CR 505.1.1.1 OF THE FECR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE it OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 J g O 13USDIV. & LAN ABBOTT PARK LOT# 22 BLK# 9 PROJMT# 04181.000-22091 IMODIM 4EHB "2605-HAYDEN" GARAGE 6WlI Q* LEFT PAGE: DETAILS 160 MPH E3r. C 10 • �� J DA 6/15/21 SOAL.E: 1/4"=1'-0" slEm 1' D1 AS PER FMCR WS.LI ROOF SMAT14NG THICIOESS AS PER SHEET 81,11. SECURED PER FASTENER PIM-ENS 110. TRUB&_ 24' Or- MAX METAL DRIP MX.E--- 2x FASCIA PER—" El EVATIONS wwL_/ V SOFFIT FIMEWSLAW SHINGLES WITH UNDERLAYMENT AS PER FBGR imil ROOF SHEATH[M TWIC14NESS AS PER SHEET ONI ' SECUREDPER FASTENER SC4*M>ULE pm-Ey4G LLD. TRUGS`_ rEL"ATION 24'= MA>e- METAL DRIP EDGE — MATT D46LLATION REiR TO ENEMY CALCO FOR VALUES 2x FASCIA PER—/ 5/6' GYPSUM HOARD ELEVATIONS OR L12' 1-116514 STRENGTH CJ-& BOARD VENMD--/ Ix2 FIRE -STOP SOFFIT MR-41 INSUL REFERENCE—/ STRUCTURAL Lu M0011.1 ATTACHMENT AS PER MANUFACTURES SPECIFICATIC1.18 OA ILA" INSULATION REFER TO ENERGY C.&CO FOR VALUES 5/8, CSYPSLIM BOARD OR 1/2"IM4 STRENGTH C4-a ISOASID Ix2 FIRE -STOP R-4.1 lhU . 3/4' T 4 G SUMFLOOR GLUED AND NAILED 3/4' T 4 G SUVBFLOOR AS PER NAILING In' THICK 2 COAT Q I AND I*' T14ICK 2 COAT SCHEDULE PORTLAND CEMENT AS PER NAILINdsNAILED SCIEDULE PORTLAND CEMENT PLASTER APPLIED MASTER AV -PLIED )IRE DIRECTLY TO DIRECTLY TO MASONRY MASONRY DO FIRS -STOP ON DO rim -STOP "a ME ON SEE STRLICT�UPZAL SEE STRUCTURAL ----- -- EVATION ATIO1 5/8' GYPSUM BOARD AW GYPSUM BOARD OR 0' HIGH 8TRE31GT14 CL& OR 1/2' 1-1161-1 STRENGTH BOARD CL4L 950ARD ,-rELEVATION D(2 FIRE -STOP Da Flow -STOP R-4.1 INSLR_ R-4.1 INSU.- 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 7-01 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 4REFERENCE STRUCTURAL Ix2 P.T. FUFMNGG STRIPS a 24' Or- r CMU In, GYP. U- W. WOOD BASE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO IX2 FIRE -STOP Ix2 P.T. FURRING STRIPS , 24'O.C. a* CMU 1/2' GYP. UL. 50. WOOD BASE 4. 4 4' 4 n W/ WINDOW OPENING @=UT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'-I'-V' 144I N. RONALD AREAGAMN BLVD. LONGWOOD, Fl. 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.corn L AAl'. 000 25 14 BTMDIV. 8&9 WTI ABBOTT PARK LOT# 22 BLIP # 9 3P3MOJ=T# 04181.000-22091 UoDxlz• 4EHB "2605-HAYDEN" GARAGE BWnqG: LEFT PAGE DETAILS 0 WH E)V.)p I L v FDATJM 8/15/21 9 SCAML 1/4"=l'-O" lqzZT D2 197 1 T. • CENTER OF DOOR HEADER SECURED UV (V V2' X B' J-DOLT UV 4' MN R'EEDMIM W/ 2• X 2' X I/B' WASHER 4 MIT OR UV (2) V2' X B' ANCHOR DOLTS aV 4' MN. CEEDMEft UV 2' X 21 X Mr YMSFER 4 N)r- J��■�Y�■wLJ ® V4' tAPCON6 I VJ' EMBED. r Or - WIND DIST. I yr EDGE D18T. 2X6 GARAGE DOOM! BUCK SECURED UV (5) VY X S' J-DOLT OR ANCHOR BOLTS, UV 4' MN. E'DEDMEMr. W/ 2' X 2' X VD• WASHER 4 NUT. lU RIMMN B' CF TOP, N WiHN v OF THE mm, ® (3) LNENLT SPACED. NJ I®r NOTE& ALL ANCHORS SMALL DE N ACCORDANCE TO MANPAGTIRSM INSTALLATION MTRlCTIONS ISEIC SUCH NSTRUCT100 ARE MORE STRNGENT GARAGE DOOR 1 BUCK ATTACHMENT 8 euu. v)M.r-r 2X4. ® 2X4. ME 2)(4, ME SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK UV 3/16' TAPCONS MN WCAW TAPCONS MIN. V4' TAF4CONB MN SHAW 6= J48 MN SHANK 612E Mb MN 81INK 612E J48 MN. HEAD SIZE 300 HEAD 612E 300 HEAD SIZE 3" MUL EMBEDMENT I V4') MN EMBEDMENT I VW) MN EMBEDMENT I V4') UUTHN 8. OF EACH WITHIN B' M EACH UAT4N B' OF EACH END 4 IBM Or_ MAX END 4 D• Or_ MAX ED 4 W Or- MAX SPACING. SPACING. SPACING. 2X6. ® 2X6. ® 2X6. SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCON6 UV(2) 3/16' TAF4CCN6 WK2) V4• TAFCON6 MN MN BMMUG 812E J45 MN SHIRK 812E J45 SHAW 612E J45 Milt MN HEAD SIZE 3M MN HEAD SIZE 300 HEAD 812E 300 MN. B' CMU MN EMBEDMENT 1 V4') MN E1151SO' NT I V4') EMBEDMENT 1 V4') V2, DRYWALLWiHN 8' OF EACH{ i3VD vcm UUNN B• OF EACH END vCm UTI-M B' OF RACKED B, CM4 RIP OG MAX BPACMCL t WOG MAX 6PACNG. 4 WOr-NG. MAX BPAC Iwo P.T. OR 8/4'X4' MN V2' DRYWALL V2' PRTWN.L W. DIRYWALL SECURE THE! FR)Y"E 4 ❑ I'X4' 7X6. CEO❑ 2X& ® ❑ 2X6. CM❑ EXCEED I-V4• INTO PT. HALER! SECUE RE BLOCK SECURE BLOCK I'X4• SECURE TO BLOPX4' SECURE TO BLOCK I'X4' BLOCK UV 3A6' WK2) 3AW TAPCONb P.T. HAILER WW2) $A&' TAPC'AH6 PT. NAILER UMT2) V4' TAF+CCNB PT. NAILER TAFVONS DOOR CASING MN SHANK 612E J45 T/16' OAS. X W MN MN SHAW 617E JAS DOOR CASING MN SMANIC amJ48 MN SHANK SM J45 MN HEAD SM JIM MN HEAD SIZE 300 MN HEAD SIZE 300 TA6' OAS. X 4' MN MN HEAD SIZE JSM MN EMBEDMENT 1 V4') DOOR CASING MN EMBEDMENT I I/4•) MN E1OEDhBNt I V4') MN RPBEDMBHT I-V4' UUTHN W O• EAC44 END WITHIN B' OF EACH END UUTHN 8' OF EACH END DOOR CASING, UATHN B' OF EACH END OR DOJAMB OR WINDOW 4 16. OG MAX 4 IBM Or -MAX 4 W OC. MAX 4 IBM OSPACING ATTACH MAX SPACATTACH TO 2X PER SP/1CIINCa. DOOR JAMB OR UAPDOII SPACING. DOOR JAMB OR WINDOW BPACM DOOR JAMB OR II NPM MANUFACTURES DETALLS ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MANiAGRUE6 DETAILS. MANFAGTRE6 DETAILS, MANFACTUEB DETAU.B. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMLB TO BLOCK +3/4" OR +5/4' TO BLACK +3/4' OR +5/4' e lIB4D01I 2X4. UO SEGUE TO BLOCK UV 3A6' TAFr" (MN SHAW SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN W OF EACH END 4 IBM OG MAX SPACING. 2)06. SECURE TO BLOCK WK2) W*' TAFr-CM MN SHANK SIZE J46 MN HEAD 64E 3M MN EMBEDMENT I V4') B' CMAJ WITHIN B' OF EACH END 4 16' OG MAX SPACING. IR' DRYWALL 2XNM. ® El SECURE TO BLOCK P.T. P.T. HALER WK2) 3/16' TAPCONS AMMN SHAW, SIM Jq DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I VW) WITHIN B' C° RACK END 4 D' OG MAX DOOR JAMS OR WMDOW ATTACH TO 2X rER MANIFACnlWb PETALS. NOTE. 6141M AS NEEDED TO PLUMMD JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" n .11fIIiDOIF TO +1 1/2' NOTE, 61MMI A8 NEEDED TO PLUM JAM (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/16' `� A TO HIACK +1 15/18' 2X4. m SECURE TO BLOCK UV 3116'TAPCCN6 MN SHANK 811E 145 MN HEM SIZE SM MN EMISEDM EW I V4') UUTHN B' OP EACH END t D' OL_ MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6. = CH oir60E 4 SECURED K SECURE TO BLOGG THROUGH NON-STRUCTURAL WK2) SAW TAPCC 3/16' TA1•CON MN I-IW MN SHAW SIZE 145 IR INTO BLOCK EM MN HEAD SOR 300 MN EMBEDMBNr i VW) WTHN B• OF EACH DO B' CAA) 4 W Or. MAX SPMNG. M' DRNW.L 2X6. ® ❑ SECURE TO BLOCK VX4• WK2) 3/16' TAPCON6 P.T. NALER MN SIYWK SIZE 10 DOOR CASING MN HEAD SIZE 3M MN EMBEDMENT 1 V4') U114N 8. OF EACH END 4 W Or- MAX SPACING. DOOR JAMB OR UNDOW ATTACH TO 2X PER MAAFAGTRES PETALS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR IAMB TO BLACK +2 1/4" r11FBdDOTf TO HIACK +2 i/4" NOTE. SIM AS NEEDED TO FLU MIS JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3" ©TnNNnnv rn nrnrTc +a• 2X4. ME SECURE TO BLOCK RV SAW TAPCONS MN SHANK SIZE 30 MN HEAD SIZE 3" HIM. EMBEDMENT 1 V4') UUTHN 6' OF EACH END 4 EV OG MAX SPACNG. NOTE, STRUC UFIAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THNR0004 NON-67R UCTRAL W/(2) 3AW TAPO" 3A6' TAPCON MN 1-Iw MN SHAW 612E JO EMBE.CMENT INTO BLOCK MN HEAD 617E 300 MN EMBEDMENT I V49 B. G'1V UUTHN B• OF EACH END 4 IBM OG MAX 6PACNG. 1/2• DRTULALL 2X6. ®SECURET. ❑ 1'X4' SECURE TO BLOCK P.NAILER UW2) 3AW TAPCON6 MN SMNJK GMJ40 DOOR G49Nf MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WMHIN B' O° EACH END 4 W Or -MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2N0 2X SEGUE TO BTRUCIURAL MMErMBRR UV(2Ad UUTHIN B• Q: EACH END 1 V TO B' Or- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFACTUE6 PETAL& DOOR JAMB TO BLACK +3' s(TTI 'IYl 1RTA(:Q sA• NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +3 7/15" G RII1DOw TO BLACK +3 7/18" 2X4. m SECURE TO BLOCK UV I/4' TAFCI" MN SPANK SIZE J45 MN HEM SIZE 3" PR.L EMBEDMENT 1 1/49 IUTNN 6. OF EACH END 4 W OP- MAX SPACING NOTE. STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 eEc12E0 SECURE TO BLOCK T4R00044 NOWSTNUGTIRAL WW2) IW TA-0" MN 3Ai' TA1'CON MN 1-1/4' SHANK SIZE J45 MN EMBEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT I Iw) UUTHN 8' OF 8, CM 4 W OG MAING. IA' DR11VALL ;EACMED 2XS. ® ❑ M4' SECURE TO P.T. NAILER UW2) VW TA r P.T. X 4' MN MN SHANK 5 MK HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING UUTHN v OF BACK END 4 b' OG MAX SPACBUs DOOR JAI."OR UINDOU ATTACH TO 2X I'ER t-AiFAC1UE8 DETAILS. NOTE: SHIM AS NEEDED TO F%l MD JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4' l:.11►BLDOW TO BLACK +3 3/4" �f` _t • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 Www.abdesigngroupxom AA 0: 0003325 a � 9 lPito M3DIV. de LOT: ABBOTT PARK LOT# 22 BLK 9 IIffiCT# 04181.000-22091 MILODMCL• 4EHB "2605-HAYDEN" GARAOMB DIVMG: LEFT PAGMII: DETAILS 6 PH AV. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLA MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCIt 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOt 8/31/2021 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 30441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 12496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10532.111 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 30S31.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBat 12/31/2023 32S02.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 F8CR 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 8/78/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1Z/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 35279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2D28 2395S.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 1ZI31/2021 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239565 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 12/31/20Z1 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: OS/OS/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w .abdesigngroupxom AA M: OOD3325 �G @4 �! V PAM D6/15/21 scm.w. 1/4"=1'-0" BI��R D4 INSTALL PASTENEIm (CLIM,- bKm STR4PUI, STAPLES! AS APPROVED, BUMDM WRAP 'I OF ESE PROLUD TO 8@7SMALL INS L AL LAPS /ROLL Fqw am TO FRAMNE 6' • SS LATER l. 04M 4 6' - HOR20NTAL LAPS. win ALL SEAMS, NEED TO DET- Y00LATH VERTICAU. LAP TO DE r UM FORTRIM SHEATHINO1w LAYER ER -2. raptTrmm l METAL LATH n!'OR� CONTROL Jf7NT r r s CoeT eEl'@IT 6.6' S6F-ADNERrIG Pe+eR4EFLANGE CF CQnwOL JJOKKM TGE WILD TED TO LATH - IP \ U M LAYER 4, POINT � PLASHMF � s 4OO. MAX (VERTJ. NOML DO DUILDIM PAPERNOT PASTEN CONTROL JOINT TO r ma t>r . riErmom 111 OVER AFTROVt�WALL EVEN F STUD EXISTS fLaW S TP. 1441 N. GWOOD R L 327 BLVD. EXCEPT STAPES YV APPROVED METAL LATH PLANNG TO extern ONTO t-I� LONGWOOD, FL 32750LEG MAY CON N ll�L JOM TB'1P• PASTEEI� e lVdITJ OG PLUC r X X1 4SW SEI.P-ADNWiG FE'EIRANE PH: 407-7746078 OIR8A6 SSI CONTROL ON FLASNMIG OVER APPROVED FAX: 407-774-4078 HOUSE WaAP. W .aDUesigngroup.00m URD LATER 9, X X X — — E4.A8N18ife TO eT(lano AliO PIPB Ab OT@E!M TOr- MAX ��Y STUCCO WEAP METAL LATH AA #f: 0003325 UlOOD SIE4THND ' UM LATER! % I' THICK 3 COAT CEMENT EC ccNT. DEAD OF SEALANT STUCCO WW" ( PLASTER INSTALL APPROVED HOUSBIRAP AIR METAL LATH INFILTRATWIR DARIMM DYER -• nw Wa6 LAYER 4, PORTFIDEItN SNEATHNG ItlfrE LAYee e. PaltrrtTaeP�e i /--,,.....,,. �DUILDNG PAPER - �.r.� • -• �•- UM LAYER ti \ / I CV. FIN1814 [SEE TYP UW1 SECTION) STUCCO WRAP ATM ATM' ..Tow a• ro e• SECTION PER SECTION Tmpla H COMROL \ JOINTS WT SHALL Erterior use or partleM cement pl>War DE STOPPED AND shall comply T,tth tta application TEND AT EACH SCE. / ' PER A61M CIO69 P ACED LA MAX W G r wd unt PLACED PLAT MAX. 6' TO S' LAP, P Dyers InstaNation of e> tedw W ty and Ramona FROM cONOTSOL JOINT all-m O1-� LAP h.11 ply @h ASTM C tUSbd9a, CONTROL JOINT PALLS ON t ♦ D LPAS1QlJaS FOR LATH TO DE HALO ORS i / 1-1 3TIalcnwAL SflC 2VJ••I.O�.a MAPLES N C0M MIAMM W ASTM CI863 2. UPS TES TO BE (NO. IW CA"- WERE / 3. S LOCKM BH MAY DE IN ION ITOWALLSTUDGREQUIUMPER=\ 6. 4Sr4' SELF-ADHERPCa MB'EIRN•E l PLASHING E I MAT (fOON4 WV SE A HOU VERTICAL LATH uRer M'(°�A1•) OOVERAPPIawED WOOD SHEATHING O. tP0.D HWlp• ® LItlLD NWpaPLA r OR CMu2 asAY . Pr.8 WRES LAYER *I, s �Ar . Pr. ea cw.re . R. e STUCCO WRAP (FRAME ONLY) FmPLCmotPf. 11"FT. a rood �Noric"RAN � I' THICK, 3 COAT CEMENT PLASTERIPRTER V2') COATLEGEND CEMENT PLASTER (CMU)METAL LATH (FRAME ONLY) C LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB ° �W,D.TWIT LAYER 01, STUCCO WRAP) am_ teLe. ma NKcwr. I' THICK 3 COAT C01OW i5'X5' 'L' TYPE CONTINUOUS AL FLASH[Ws WRB LAYER "2 (1=ORT IF I BE R ------ (RAIL — — — ''" , ODAT z TO TROOF DECK NOT BUILDING PAPER) UM LAYM 9, roltntFleee 71) f WALL SHEATHING) Da�D�PAP,�fr�. M LAYM % iv — CAP SHINGLEMETAL LATH - DO NOT NAIL, X—X—X—X 6w= URAPf ft4m wa.Y� `r INSTALL WITH ROOF CEMENT l.,dP 4TRtl? SULDIY MP 54 Is 54 m C gQ 9VSDIV. de LOT ABBOTT PARK LOT 22 BL� 9 PROdffiCT# 04181.000-22091 1LODEL: 4EHB "2605—HAYDEN" GARAGE 81rMG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 EXP. C f .L�i Ot7t tt-A" #&Aloa .SOP cmr) STUCCO t tw-•e ere ail �' Dslwae ROOF CEMENT WOOD OR-1/1(oa ZIP WALL , 1 WLLLlI Ulstl I ROOF PER ELEVATIONS SHEATHINGS 1 °VALJ� '` SELF—ADHESIVE FLASHING — — — — — — NOTE: \ ABOUCHAM M NO W723 NTABDO METAL LATH_ LATH TO BE PER SECTION a .a.oi61rew,terO>t �,W,• R'103.1.1 / ASTM C-84-f-14a, MIN. 2.5 LBS. PRINT s is ttr PER SQ. YARD (UTILITY OR NOMINAL DATE: „ 21 6/15/ _o� oMOM cr:RAP Y. *"INN•' L' "L" FLASHING LATH DOES NOT MEET SPECIR CAT IONS) aHERT RYT�1 P Or- IMAX WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAMEE OF T1 E EXHAUST. SECIANCE OF FL-A8 llIO TO BE: Xt L COTTOM_ 2- SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL 1 JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON-MOVV�IAISLE FRAME AND STUCCO ALLIN EIL A CAULKING 6 JOINT I i AON LL I i PER SECTION R708.7 EttMb 1141rin and olaaYrYn I I Exterior use of pordand cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing - : shall comply with ASTM C 1063-19a, W15 LAYER 41, ' orASTM 1787. STUCCO WRAP' HOODED VENT i' THICK 3 COAT CEMENT PLASTER METAL LATH WRS LAYER Q, FORTFiBER 19UILDMG PAPER WOOD SHEATHING © DRYER VENT (FRAME) WOOD SHEATHING LAYER M, STUCCO WRAP LAYER n, FORTFIBER BUILDING PAPER WOOD �� CONSTUGTION METAL LATH vCm vNTL cABIaG OEAD 6' Raeeo ISAND x TO Jr Mn,D : �'- WEEP SCICEE 6' WDE STRIP SELF ADIESIVE FLASHING, CLEAN MASONRY BFOW APPLTRG STONE VO4am OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER ( FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRI5 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-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVERTOP 4 SIDES FLASHING UNIT PREMANI.F. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT w TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'CUICK FLASH' PIPE tHRWALL--�`/ WALL � I 6' SELF ADHESIVE— FLASNING (INSTALL PER MANUF. SPECS-) BUILDING PAPEI UNDER *OUICK FLASH ELEC. METER FIELD VERIFY LOCATION WOOD SHEATHING UM LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 6' SELF-ADHESIVE FLASHING WOOD FRAMED V I- - - - -1 WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) A VENT PENETRATION SCALE: N.TS. AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1 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 ELEC. METER FIELD VERIFY LOCATION :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING LAYER q, STUCCO UAlAP LAYER 4, FORTFIBER BUILDING PAPER ALLLLAATHp C4" F" o WOOD COWSiI!lGTION r,"TT31 TO WOOD STpIJCTiRAL MEMBER • T OGM MAX S' CI U x• TO x' M:n-WA: : WEEP BfAEED A (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER M, CUT OPENING: IN APPROVED HOUSEWRAP STUCCO WRAP g. FOR BOX INSTALLATION CUT 'X' INTO UAZS LAYER "I SELF -ADHERING STUCCO WRAP hBMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING M1EHIBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER N STEP 01 STEP 02 APPROVED HOUSEWRAP WRB LAYER BELOW O STUCCWRAP CUT SUC1-4 THAT 9 APPLY 60 MIN SELF -ADHERING NO _ GRADE D' FELT FLASHING ENTERS BO)C OVER APPLY TO FACE SELF-AD14ERMG EDGE FLASHING OVER APROVED NOUSEWRAP WRB LAYER V2, FORTIFIBER BUILDING PAPER STEP 113 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom 116 AA M. 0003325 J A BXMDIV, do LOT: APARKT LOT 22 BL 9 PROJECT* 04181.000-22091 MODEL: 4EHB "2605-HAYDEN" GARAGE S WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ELASTOMERIC COATMG OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) I f��r '1ETAL LATH ;` STEP #5 STEP Oro nELECTRICAL RECEPTACLE FPIUNT DATIM 6/16/21 SCALM 1/4"=1'-0" S WA2 IWOOD SHEATH Md. WOOD FlMMlD WRB LAYER,, &JS4%_COR OECIW6 COLUMN SHEATHING STUCCO WRAP WOOD WRB LAYER n, FORTFI9fiR I�-elGv TIUI� B. ATWER RESISTIVE f� BUILDING PAPER \ -' NWHAT CNMI�L �' THId� 3 COAT CEMENT n�pq 4 AORM IE:818TIVE PLASTER, REelettrE B.41R1ilER n DRYWALL SAF.6' OAF. • TOP OF WBFP SCREED / (�TO SHEATHING 0104M WEEP SCREED CK3 COAT C@'@iF� g t1! FEEL / STICK OD SHEATHING �\ 4• PDSmve DRAIN I)kLA3''L' FLASHING WEEP ITI EED META- LATH FULLY EMBEDDED N. i •% WOOD BLEATING IN ROOF CEMENT 144 LON�00 32�OBLVD. URB LAYER ,, i ' � I Yi' X 3' 26 GA GALV. PH: 407-774-6078 STUCCO WRAP / - ' \ METAL DRIP EDGESET IN FILL OW OF FAX: 407-7744078 i' THICK 3 COAT CEMENT ,' \, EXTERIOR G1R4DE Ys' GAP FOR BACKER ARWr BEAD MM. www.abdesigngroup.00m PLASTER _ `% i' SELF-ADFIEIEW3 DRI' WALL ROD ! � SPACE FROM DRIP AA lF. 0003325 AM6i-WFIIIC-Tao CUSTOM Gf L FLABHpIG ILRAPPED FACE TO TREX WEATHER RESISTIVE / • L •� �• `\ •TOP OF WEEP SCREED TIIOC 3 COAT CB8(T VINYL CASING BEAD BARRIER, . TO SHEATMRKa BELOW 4. 150�nr! DRAINi' Wes. f � ytms�s rAu \ WEATHER RESISTIVE BARRIER n L - \ y ;� �, WRB LAYER ,, STUCCO WRAP ND c ar+ N rl 1203-12ABINSANAQ (SHOWN FOR CLARIFICATCN OF SEPARATE ACCEBBCREB ONLY) WATER PROOFING I!t 3 LAYER (2 LAYER PEEL '`• . STICK)..'°°..r�e�'°w'. 'an."". EXTERIOR COLUMN COLUMN BHE.4THNG LEGEND l'S�' - -;•{ % �� - . Y; WIM LAYER n, FOWPISER BUILDING PAPER PEEL 1 STICK IFULLLYEDEDW'N B DRAINAGE PLANE (WR L.'. �.. ��< ,��,�.,��w ` SELF-Aw•ERENG an FLOOR ROOF CEMENT LATER *I, STUCCO WRAP) •r • • 6• WRB LAYER,, I K' X 3' 26 GA GALV. eTI,cco WRAP ,� COIF CANTILEVER (LEVER METAL DRIP P_DGE WRB LAYER 02 (FORTIFIBER - - - - - • - - AMICO ABTUC' AIWRAP ` u 4' 1 Y , wmgr poamvE DRAIN ANTILEVER DRIP I�'PI�T-xo SET N FULL BED OF SEALANT, )S'I•INN. BUILDING PAPER) CUSTOM CASING BEAD H M�T� CONTINUOUS SPACE flRq'1 DRIP _---___-_-- EDGE Ys' GAP FOR SEALANT I BEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOFING Iat No GAP IN FW=� n (SHOWN FOR CLARFICATION OF 3' x 3. 26 GA GALv. MODFED SO LAYER (2 LAYER PEEL / STUCCO SEPARATE ACCESSORIES ONLY) FMIBH LAYER 12 LATER METAL DRIP EDGE STICK) WRAPPED FROM CASING BEAD P� / SICK) SET IN FULL ' R HA CHANNEL BALCONY DECK TO �ILE"E'R b' PEEL 1 BTICK • —d= i' THICK 3 GOAT CEMENT WOOD OR -i/16' ZIP WALL R r 4 a 10 A D L ® CANT. HOGS T DRIP FACE ro TIKEx PLASTER SHEATHING SCALE: I I/2'•I'-O' DEOC 5/S• TYPE 'X' DRYWALL METAL LATH W/TEXIURED 1 PANTED WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - Yi GAP FOR BACKER FINISH 4' F1081TIVE DRAM NOTE" wom 4(�wpmLL� �O R7D !SEALANT PASTE 3 COAT CEMENT A METAL LATH: LATH TO BE PER SECTION DTI PLASTER WATER PIRDOFNG Wt t .. WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CLARFICATION OF R-Im3.-1.1 / ASTM C-S4i-14a, MIN. 2.B LBS. LAYER(2 LAYER FEEL( f BARKER, ,;M' •,�-,may 6EPARATE ACCESSORIES ONLY) FIW PER SQ. YARD (UTILITY OR NOMINAL B�`) DF ' WIATEIKRE818TIVE — Z' CANTILEVER7O -�.°�" n BALCONY DRIP 6 LATH DOES NOT MEET SPECIFICATIONS) 6'FEEL ISTICK . DECKMEM83IKAW, 110EDGE INSTALLATION ® COLUMN = MP EDGE TO DECK EMEND OVER DRIP SWe FLOOR EDGE W/" L" FLASHING WOOD CONSTRUCTION ®® V X 3. 26 GA GALV. SCALE: NTS WOOD S4 EATWMCs METAL DRIP EDGE SET N FULL BED OF WEATHER RESISTIVE I im V PT. OR 9I'AS.A OEALA T•V MIN. W S LAYER M, BARRIER , WOOD (TNID0 FILLER SPACE FROM DRIP 3/4 RESILIENT RACE TO TRD( STUCCO WRAP AT HCHANNEL THER RESISTIVE C. 2x FRAMINGh�MEtER BARRIER n Ys GAP P FOR I ROD ! SEALANT WATER PROOFING lot 3 CAA7 CEMENT WOOD SHEATHINCs VINYL CASING BEAD FINSH LAYEIK t2 LAYER LAYER t2 LAYER PEEL 1 PLASTERWM LAYER •2,7:1FITHICK 3 COAT CEMENT FEEL ! STD IESILW3dT STIW WRAPPED FiROM3/4 BALCONY DC-CX. To 2V2• BUILDING PAP L PLASTER HAT CHANNEL CANTILEVER THICKHICK COAT CEMENT FASTENED TO SHEATHING WRS LAYER "I, 5/8' TYPE 'x' DRYIUALLf(2) METAL LATH LASTEIR :� t:= • 1. OL. MAx METAL LATH I STUCCO WRAP WREXIURED / PAINTEDWOOD SHEATHING METAL LATH C L FINISH I' THICK 3 GOAT CEMENT 2xI2 HEADER 9)S• TYPE 'X' DRYWALL WREXTURED !PANTED WDOD SEATHNG WEATHER RESISTIVE WRB LAYER,, STUCCOW AP J' THICK, 3 COAT CEMENT i WRB LAYER ('2, FORTIFIBER PLASTER FINISH (BARKER-1 WEATHER RESISTIVE " PLASTER ; ELUILDINCs PAPER 3 COAT CEMIM ISAMIRIER 4 v-2 4' WIOOD SHEATWWATHICK, 'SELF -ADHERING ' METAL LATH VINYL ca�R BEAD4' POSITIVE DRAIN WEEP SCREED PLASTER F METAL LATH FLASHING gjEgQ THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD VINYL ..READ ND GaP IN F:IFi n (SHOWN FOR CLARIFICATION OF uR5 LAYER n. FORTFIBER BUILDING PAPER EW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) - CLARITY) DRIP EDGE 11D SEPARATE ACCESSORIES ONLY) BALCONY IL EDGE INSTALLATION DRIP 14A ORNER HEAD ® FRAME DRIP GAP INSTALLATION WINDOW FLANGE WS1Til3 1LO�I'ITI�\I' WOOD CONSTRUCTIONfi 2 -� WEATHER RESISTIVE �'--- CORNER BEAD WRES LAYER 03, FCRTIFIBER ' • i i oxnmrv. Aa LOT: ABBOTT PARK LOT# 22 B9 PIiOJMTFp 04181.000-22091 3WDELc 4EHB "2605-HAYDEN" GAPZAGZ 81YU9C: LEFT PAGE WALL ASSEMBLY DETAILS 60 MPH EXP. C WEATHER RESISTIVE (FASTENER d SPACIWs ® l' O.CJ EAJILDINCs PAPER ' BARRIER n METAL LATH i VINYL CASING BEAD J• THICK 3 COAT CEMENT PLASTER il' THICK, 3 COAT CEMENT 5/8' TM 'X' DRYWALL METAL LATH PLASTER _ �t)I F IIN SND 1 PANTED WOOD SHEATHING 6'SELF-ADHERING �• THIICK 3 GOAT CEMENT HEADER)BEAMU FLASHING PLASTER VINYL 1/2' THICK, 2 GOAT CEMENT DRIP CAP AR NO VINYL CORNER CORP.- BEAD PLASTER APPLIED 93723 wallIPTIIN DIRECTLY TO MASONRY VNYL CASING No GAP N HELD WINDOW FLANGE DwB/I5/Zl BEAD (SHOWN FOR CLARFiCATION OF SEPARATE ACCESSORIES ONLY) 14- B CORNER BEAD ® BLOCK 15 B C AS IN G BEAD ® WINDOW SCALTIT 1/a~=i'-o^ 11 RIP EDGE INSTALLATION ( FRAME, NO BANDS WA3 y4 GAP IW. ryP PLASTER THICK 3 COAT CEMENT LE G E N D WOOD SHEATHING Coe �TR�� ME7ALLATH IX TRIM MEMBER TO STUCCO LAYER P •stucco To UM LAYER 42, FORTFIBER DRAINAGE PLANE (WRB snlcCo WRAP WOOD SHEATHING SIDING TRANSITION BUILDErG PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHMG WRB LAYER a, FORMISER WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER WRB LAYER •I, r' BUILDING PAPER) STUCCO WRAP METAL LATH x—x—x—x METAL LATH ! i' THICK• 3 GOAT CEMENT ! WRB LAYER 02, FORTIF15ER STUCCO WRAP STUB LAYER M, STUCCO s7ucco WRAP PLASTER BUILDING PAPER WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING 5EAD SHEATHING FLASHING 11 THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK SELF-ADHESIVE FLASHING � — — — — VINYL ANGLED EXPLODED 8 CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BEAD _--------------- ------- -------------- ----- ------- ---- ------- ----- TWI DRIP CAP (CROSS SECTION) % SEALANT PLASTER COAT CEMENT WINDOW FLANGE WRI5LAY RAP METAL LATH ; VINYL ANGLED f Wow =071fticTwN CASING BEAD ? mono aHFaTHrr, i "y ' uE.aTWeeReeienve � � ■ WRB LAYER 4, FORi1FIBER OAFaRMq BUILDT PAPER :'• i UVA.TtEie PEWSTWE �' \ i WINDOW FRAME ; ° a �'� ` I WRB LAYER 02, FORTIFIBER METAL LATH _ 'x TRxA sn� ' \ r /✓/ BUILDING PAPER i' THICK, 3 COAT CEMENT ■EA �`: ; R °�� ` ` � n4ER �ienve RPO" y , E-Z BEAD VINYL CASING PLASTER SAI / \ \ aEAT4ER RLSISTW I (W/%' FLEXIBLE PVC BACKER ROD) ■ STARTER STRIP ' 6'SELF-ADHERING \ \ eAwRIeR n I I FLASHING OR I I `� �Y A' eel F-Av�ERiHr. i i GALV9 FETAL DRIP CAP WFLAGHM z ~ � i WRB LAYER AI, STUCCO WRAP, eo i�iYx a AT ; WRAPPED AROUND FRAMING MEMSER WINDOW FLANGE ` 1 V SELF ADHESIVE FLASHING 1 CASING BEAD ® WINDOW i*,4 x 6 i wooD SHEATHING 15 C (FRAME, W/BAND) `,�GAPWCAIWALA zx FRArtING MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO �' FOR CLARITY 0 BLOCK TO FRAME ''------------ —----- -------------------- f --- --------- —------------- ---------- -------- -------------------------------------- 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: / CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.Z.1 / ASTM C-841-14a, MIN. 2.5 LBS. t/ METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WRB LAYER 01, FORTIF15ER WRB LAYER 01, LATH DOES NOT MEET SPECIFICATIONS) WINDOW £IBUILDING D SHIEA PER 1 STUCCO WRAP WOOD SHEATHING WR8 LAYER 02, FORTIFIBER i Wow CZNB?PabcncN B=T'� BUILDING PAPER i moaD s�AtWmlo A ' I r. ' I ER 01, j• THICK, 3 COAT CEMENT q. STL CCOYWRAP qeierlvg i \ , �btL w PLASTER ; -2 �' / \ OF FUMMM ' i WRB LAYER 02, FORTIF15ER uL QSAL�"''°1D11° BUILDING PAPER WRIS LAYER 01, I I,■�IStIVE I 1 FLAS YINYL ANGLED •• eeu=-ao�aa CASING BEAD1N6 \ 1eAT�t1EB16T^E i STUCCO WRAP METAL LATH \ / VINYL CASING BEAD r eTARmR STRiP I `\ `� ' 'r ASFtW RY■ ' 6' WIDE PEEL 4 STICK (EXPLODED THICK, 3 COAT CEMENT I�� FL OVER FLANGE ; VIEW FOR PLASTER \ ,-� wlNDow FLANGE CLARITY) GoN.VD FETAL MATHM II£SISTWE I I I ?' �ERA00K To ; E-Z BEAD VINYL CASING OF rFLA6NBI6 I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD)(' I uu x r SF Y.ATED MEMBER •APPLY FULL BED OF SEALANT BETWEEN E-2 BEAD VNTL fJB■JQ � TRH F@'.IW 1� / CASING BEAD ® RAISED R -'°D`�`"° I ' "'"""G BUILDING FLANGE t BUILDING WRAP ; `\ WRAP BAND (FRAME) ORAF�°°�" 17 A W=JTHOt REAISTIVE YEATNBR RF&BTIVE — -- SCALE: I I/2', I'-0' uEATR REelsrlreGAAM eeuwmR a MAC Ke noei pvc ®IDING FRAMEOTOTUCCO FRAME "`°"n� 16A EZ BEAD WINDOW CASING 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.corn AA #: 0003325 RNo i a m t� oxmDiv. at LOT: ABBOTT PARK LOT 22 B 9 PROJECT 04181.000-22091 ][ODETt 4EHB "2605-HAYDEN" GiARAGE a'WMG. LEFT PAG IC. WALL ASSEMBLY DETAILS 160 MPH EXP. j Dim DA 6/15/21 BCA :1/4"=l'-0" exxm= WA4 LD BE TARN IN KEEPING TIE VEMPROPERIY 3' AND IP ALIGNED. VEM PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHOAAtl IN I' OALVANZED USING 1-iN' NAILS ATEACH GUWER. ROOFiNO CEMEM SIK)1AD BE APPLIED IOKL SNNGLE EDGE51EAR1H: )� OUTER EDGE AND AROUND l}E EMIRE pEPoMETERAS CUT OUT TN 6—TENECKVE IN ADDDGMTIE ROOF R£COAMEfDED IN SEVEiE N4ATIER COISTK SHEATHING. SIZE THE OPENING W OLY)Dfm1NLE WnAR IS CONSTRUCTIONZQES. OHAMS "IME IN TIE EVEM ANEDMNGLVEM FANIS USED. AN THEVEM OPENINGIN, OONNDAAYE WITH VENT FAN MAMFACME'S NPRACONECtION NSTxuDTIDIs. OD NOT CUT INTO TRUSSES OR RAFTERS MIEN WINO TIE OPENING IN TIE ROOF. I^-` RE RTFERPEAING SHINGLE NAILS THE THE PERIMETER OF THE OPENING SOTHLS TIEUND THFLANGE OF TIE VEMLAYS FIAT TO THE ROOF SH:ATNNG. SLIDE TE —I— TOP AND SIDE FLANGES OF THE VEMWAND UNDER SHINGLES. KI.CWTIE BOTTdA VEM FLANGES IDUV ON I ems{.—o� TIE TOP OF THE SHINGLES. FFF ROOF HOOD VENT DETAIL CUT NoUNURI AT 118e AIM" LINE CIP WI CFI APPROVED NOIBdRM 0VD4 04MIMM OVER 4D STD WALL STEP 1 INSTALL Se— SOL11ACWasr. NAILNS NAYISE JMRS DE NVI R�Ntl MN .DNSOI.E lLASWYIS DO Nor or SIM I PN STEP 6 lamro p w-k NOUNS LUCK p A WRA Flow N AT STEP 7 AIR`—PLASTICCEN— MOLDEDAROHID BASE OF PIPE AND OVER FLAKOE ALIGN FLAW" MV INT. —a SLL RO. r P.ASTRN FAISD EDGES, (CA- NALS, STAKES) DWALL CIICNT KiDd AP AS TF R.ANWS AT 11E PCLD NOUSMgt4P' COON B TAPE DIA6oNAL Off B ACROSS WRAP OP PLUMBING VENT DETAILS A'1DS AND WRAP MI TO BACK O 1DOU NALNS L NSE N LINE MV ME!, OR GLCYM INLTA L Se WADE ADIENVE — ISAI KAXN .E R.ASWIS MATEIaAL OWBR ORE' CAP JOINT ?117TEGT0410W BT-204L - EOUV) ``I� STEP 8 '`"off WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 36' AIDE VALLEY FLASHING SOB OR HEAVIER FELT f ' UNDERLA I,T ASPNKT CQA@ff AT LEAST /2' BEYDO VKIfY CENTERI)IE - �-SHKYES TRBMEDYBI�a( � FROM VALLEY CQIIERLRE R VI THE CONTACTORS IESPORgSLTY TO VI VI ROOF VALLEY DETAIL 111R `Q'ATBL'Tr ft 4 ALL U'AVWB"'�""'"G THE C AP, SEALA CP B PIROD194N4 H.ASHM MATMRIALS UM DISONS C01,61F DON. 2. INSTALLALL MAINNALS PER MANiACT PEM WM11M SP EOW-AT10NS ZEAL #" MAY III APVERBELY F Nor CGIVATRILK. AN CLEAN D REAL JAM TO 8" JOMJCs NT5 WlW DOW IM FOLLOUCOMPLETICN OP OR RETROFIT WOW, WAIR SCF@'E 51 SHALL ME MFLEPENTED AT ALL mchom U4T4 EVIDENCE OF WATER INTRUSION 151 THE WINI OF94M �NTERIGR PERMETER OF WINDOW WITFF ArpLr ON WU(O ECUAL)SEALANT B1mccul L JOINT. FLLW APPLIED PLASNINS (LAW= 41147E-0EAL RC -SS OR EA7LALL SLOPE SILL TO Ex L IT U THE CONTACrORe I4ESP%X4MLTY TO VERIFY THE COrTATNBLJIY O! ALL PROOUGTS NCLMM SEALANTS B GRP-APWRRINS PLASNNS MAIMALS USED 0~ C2497" IGTIOBL 2. FLASNNS AT EX IMISM LOC CIIM AND DOCK OPRRNSS SHALL BE INSTALLED N AC-CORDANCE NTW MAN PAGIUERM INSTALLATION INSTF IGTCN6 AND AFF ROYM FETHOO U CF MC R103A U IN ACCO NUANCE SRN FMM61RATKN MNYV=WAW6 NSTALLATION MID R.AS OO NSTIVICTIONS. �r WAMWbUL SEALANTS MAY REACT ADVNMELY IFNIJF COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCA Z NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T74S078 FAX: 407-774,4078 w .abdesigngroup.e(Nn AA N: 0003325 b � t _ Bq-L O a 5 I6/15/21 cAz.m 1/4•-1'-01e WA5 2x& SUB-BANt) W/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL Fascra WRAP I' — DRIP EDGE 1 I\ I/8' 1/6, TEXTURED 1 \ \\ FINISH 6 WOOD 1 2X6 SUD BAND I V _ In' TEXTURED \ FINISH 6 CMU i \ \ METAL FASCIA \\ \ WRAP Ye' FROM \ ©FLAN E3 ` STUCCO, 1' FROM \\ WOOD WALL \ \\ EXTERIOR WALL e (FRAME OR CMU) \ a \ \\ `\ NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY '01\ ROOF DECK (BEYOND) \ DRIP EDGE, 1' OFF WALL SNOT INTO STUCCO) ®ELEVATION -lw TEXT(AgW FINISH • UIOOD, 1/2' TEX1UP ED FINISH • CM METAL LATH .WOOD SHEATHING OR CMU URB LAYER 4, STUCCO WRAP (FRAME CNLY) -UM LAYER n, FORTIFIBER BUILDMG PAPER (FRAME ONLY) -ROOFING CEMENT DRIP EDGE METAL KICK OUT ,­;V8' TEXTURED FINISH 6 / WOOD, 1/2' TEXTURED FINISH 6 CMU �-2x& SUB -SAND W/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS W-V O.G. MAX. 2x SUB -BAND WItWx4' NOTCH 6 END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL .3• x x x X" x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x _ x x x x x x x x x x x x x x x x x x x x x x x x �. x x x x x x x x x x x x x x x x x x x x -_ x x x x x x x x SUB BAND DETAIL R WALL W/KICK—OUT VlE OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY IME OR CMU .L KICK -Out FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748075 FAX: 407-7744079 www.abdesigngroup.eom AA M.0003325 io a yF a c o � s 9BUIMIV. ae LOT ABBOTT PARK LOW 22 BL]k# 9 PROJMT# 04181.000-22091 MODI : 4EHB "2605—HAYDEN" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C r 6/15/21 1/4"=1- 0" TA6 TE-, 4" CONC. I SLAB b 0'-0" m TOP OF ~ O o ~ m 8'-1' 3'ESLAB ' " - 3 n OF Id70F ABOVE — — — — — — — — — — s r —4 L—'— — FM-16xl8 — — — LI I 2,4" 15'-4" I I 111-8" 101-91 Ii 4" PVC" i I CHASE 1iI 11 ro i i m 0101,$ 0 x m 7 m If ;; I TOP OF SLAB a �I 0� II p O J? 1 P_10" I I T_S' 20._5" � LL CW-12x12 —f—� I I I b F-2 x24 ii flip m $ — — �I— CWC-1Dc12 wii x �_ SD a - all N �j m LLI 00 - N 'r iv UP TO 2ND FLOOR m I I VIId =N `r I 0 (FIELD VERIFY I aii� mo EXACT LOCATION) 8 �'1w 5 I mow 3'0" I li s IA 1 W I I1 0 I o io #3 TRANSFER STEEL \ 24" O.C. MAX 2 lA ao . IM. iN Im I J�U-0" FIN. ELEV. FIN. CONC. SLAB ml m �I g ;< 4 0 �I m ILL —FMM=16x18 _f I4 4 I.-31t7' Y 4"SAC W Oa v r i� LLI FM-12x18 11J - v FOUNDATION PLAN SCALE: 1/4" =,'-(" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0•-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES MATH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED NTH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, AINDICATES #6 BAR,MNDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER § OF SLAB SUPPORTED T-D" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 WlAxW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANASB RSCHEDULE FOUNDATION,EG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FW1208 17 CONTINUOUS 18" - (2)#5's FM-16x18 16" CONTINUOUS 19, - 2)#5's + •.p• FM-20xl8 20" CONTINUOUS 191 FMC-16x18 16' CONTINUOUS 18" - s VARIES CW-12x12 12' SEE PLAN 12' - (2) 's - + '-0" CWC-12112 17' SEE PLAN 12" 7(2) % - VARIES F-24x24 24" 11, 12" 12 IW5 (7)1; TE-1 8" 1 SEE PLAN W - 1 (1)#5's SA41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 ..a6aesigngroup.com AA #: 0003325 F4 at� 114 s 'I i l iu O gl yl 9 StJHDIP. de L ABBOTT PARK LOT# 22 BLK# 9 PROJMTp OT: 04181.000-22091 1LODEIe 4EHB "2605—HAYDEN" OAP—tG3C STIMG: LEFT I FOUNDATION PLAN 60 MPH W. MIN. EACH WAY MONOLITHIC FOOTING • :i STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED • — - — • T CELL SEE PLAN FOR SIZE AND 5 a CELL SEE PLAN FOR SIZE AND v •.'v - • •" SPACING REQUIREMENTS o SPACING REQUIREMENTS • v: `'� �� T �: GARAGE DOOR U 1 • . s—FM RECESS J off^ i 8"CMU WALL 8" CMU WALL • . I CORNER BARS, SAME SIZE AS LARGER BAR m� w e" b - z _ IN FOUNDATION WITH 30" LEG EACH m •� WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I-• SO THAT THE STEEL REINF. IS CONTINUOUS ,•I ... _ MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR • SEE SLAB SCHEDULE a EXT. PORCH SLAB 4" CHAMFER (1SBAR SIZE 48 BAR DIA TORY) #3 18" • EXT. PORCH SLAB - GARAGE I ' • _ SEE SLAB SCHEDULE TOP OF 4" CHAMFER (1STORY) . I•I.• _��, •"a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' �:p MASONRY UNITS SET AT ELEV: W/12" IS ^ 5' CHAMFER (2-STORY) W/ 1/Y' ISOLATION a_U, JOINT (WHERE APPLICABLE) i � #4 24!' SEE SCHEDULE #5 1„ JOINT (WHERE APPLICABLE) 6" CHAMFER (2-STORY) • 4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR MD, BAR SIZE #6 36" i FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST }� AND BAR DUANRT/ AND BAR DDANTRV NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" OR MONO -FOOTING EX(MALE: EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 3/4--1'.a' 2 SCALE:a4"=1'0' CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 46' o m 8"CMU AND NAIL W! 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT m 5 #4 REBAR @24" O.C. CENTER OF SLAB LAP TO OCCUR OVER STUD OF WALL W/PLAN i o • 2X4 OR 2,6 WOOD BEARING PROVIDE BLOCKING rc i WALL W/ SYP No 2 STUDS SEE 6 a F ' PLANS FOR SPACING. SINGLE bb I 1 NEW REINF. BAR BTM. PLATE TO BE PT. SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO T CAPPED 5 I EPDXY- MIN_ EMBED SLAB W/l0d MASONRY ' GALVANIZED PIPE 8, UNO a g NAIL 16" O/C STAGGERED. •'e• W/FLANGE BASE o FOLLOW ALL MANE. ADDITIONAL METAL § fr II• 4" CONC., REINF. W! m m SPECIFICATIONS FOR CONNECTORS NOT fi . 6'k6" #I0 W WM ON 4 � # USE AND I REQUIRED WHEN NO 71 1 1 6-MIL POLY ETHYLENE - J g PREPARATION OF HOLE. m T. UPLIFT IS PRESENT. w w VAPOR BARRIER ON rc SEE SLAB SCHEDULE rc • �� T{!' WELL -COMPACTED SECURE FLANGE TO a CLEAN FILL TERMITE SLAB W/(4) 1/4" X 214' p r_ TREATMENT SHALL BE TAPCONS e Q?O TOI OF SLAB 4S' ` BORA-CARE Q¢' .. • : ; (2) CONT. #4 REBAR MFER (I -STORY) Fl�i! ` •�- .ate° f MFER (2STORY) ' 4 (2)#5 REBAR ON CHARS 1Z' MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL 2,000 PSF VIRGIN SOIL OR 95% COMPACTED SOIL EO. EQ. SEE SCHEDULE FOR MD. BAR SIZE AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'4' mD pERp ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION C 5 c V SCALE: 3/4' 1'lY (NO UPLIFT) FOOTING W/ BLOCK WALL SCALE'34"=1'-0 SCALE: 3/4"=1'-0 1A SCALE: 3/4'=1'lY' 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 2.4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W! SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS g 16" O/C STAGGERED. D ADDITIONAL METAL # J CONNECTORS NOT g w REQUIRED WHEN NO e" CMU WALL 6 E UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYR) +O '- 0'-0" TOP OF SLAB :4.. TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING + '• •a. • ._p-0• TOP OF SLAB .'4• 12"DIA SIMPSON 5T62BOLTS 5' MINIMUM EMBEDMENT INTO • SEE SLAB SCHEDULE°• EXT. PORCH SLAB 4" CHAMFER (1STORY) "' BAR SIZE 48 BAR DIA s •° a : ' • GROUTED CELL, 4" FROM ENDS AND W/ 12" ISOLATION 6" CHAMFER (2-STORY) 18„ ° • • 4 • • IS. O.C. VERTICALLY MAX JOINT (WHERE • #4 24" ° � >♦ APPLICABLE) MATCH STEEL #5 3W ° - s REINFORCEMENT PVC CHASE PER SCHEDULE SEE SCHEDULE FOR BAR SIZE TSHRU FOOTING 5' PVC CHASE THRU FOOTING MR' IV AND BAR DUANR MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO AFCR NDBAR,BARSRE ANDBAROUANTITY PVC CHASE PER SCHEDULE SCALE 3/4"1'4" (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 12 11 SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-0" i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a6Aesfgn�ouP.00m AA #: O003325 1 V -2 M C ¢$Q y sosDiv. ae LOT: ABBOTT PARK LOT# 22 BLK# 9 PROJECT* 04181.000-22091 HODMU 4EHB "2605—HAYDEN" GARAGE 81rMG: LEFT PAGE: DETAILS 60 PH EXP. C Dw 6/15/21 sCA=: 1/4"=1'-0" siiEET S1.1A TIE VERTICAL REBARc' TO HORIZONTAL REBARHOOK f GROUTED BOND BEAM C — VARIES PER ELEV. a F a� c s CLEAN OUT REQUIRED 4 FOR INSPECTION '�. :•4 _� TIE`ERTICAL REBAR 3_• • TO HORIZONTAL try' REBAR W/ 10" HOOK J— BAR SIZE I 48 BAR DIA. #3 18" #4 24" F #5 30" #s #7 47' HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4"=1'-0" o I NEW REINF. BAR $a SECURED W/2-PART I EPDXY. MIN. EMBED a 3 S••, LINO FOLLOW ALL MAW. c SPECIFICATIONS FOR m USE AND J PREPARATION OF HOLE. .4 +�.,r•. 4 STEEL REINF. OF BOND. BEAM ADDING BAR TO 0BOND BEAM SCALE: 3/4•=1'-fY OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA METHOD #4 24' HORIZONTAU/VERTICAL 30- REINFORCING #7 47 2 #7 47' SCALE: 3/4'=1'-O" #5BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmp.com AA #: 0003325 p g Irk yW No 8%T9aIV. & LOT: ABBOTT PARK LOU22 9 PROJMT# 04181.000-22091 a�oaa� 4EHB "2605—HAYDEN" 6ARA6E 81111 LEFT PACE: DETAILS 60 MPH EXP. C D TM B/15/21 8CALE: 1/4"=1'-0" 8i�T S1.2A 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ IN x 1 1Y2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (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 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE.SCPJP REMARK t(D 1 (2)2X8 BEAM SCHEDULE MUMM INDICATES OPENING BELOW / T.O,R =. TOP OF BEAM / B.O.L. = BOTTOM OF UNTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (psi) SIZE WH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8xl6 (1)#5 (1)is N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = T-0" 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngrouP.com AA N: 0003325 q V ABBO TT PARK LOT 22 BMW 9 4EHB CSARAGE BWMW }: LEFT PA4ffi: FIRST FLOOR LIFT BEAM PLAN AND NOTES .60 MPH M. C DA� 6/15/21 SCALE: 1/4"=1'-0" >9IIl:w P s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK 3P TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN so, tib 4 05 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4'�i'-0 LNG PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. pF.?�yFg F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE UNTEL ACROSS TOP OF OPENING. 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN UNTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A UNTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. WIDTH //-- # OF #5'S, IN 2ND BOND / BEAM COURSE s� ��16—`IT/l / B �QpFf NOMINAL—�� e HEIGHT # OF #6S, TOP 7. IT IS THIS ENGINEERS INTENT BOND BEAM COURSE THAT XFXX- ,TMMIOB INDICATES A DOUBLE BOND BEAM .OF#5'S, BOTTOM AND XFXX-1TA)MM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEERS INTENT AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRECAST •3,41' a WINDOW Z SILL g SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: , 1!Z'=1'-0'• SINGLE NS CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF_ OF FILLED CELL BOND, BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF — OF ELEVATION BOND. BEAM CHANGE CHANGE IN G7 ELEVATION OF BOND BEAM SCALE' 3/4"=T-0" TYP. B' m 1#5 BOND BEE AM 'III � S TYP. B'Xt6" b BONDBEAM 1#5 �g� BOB DEL. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/(,)#5BAR .�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8z8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR 8X8 PRE -CAST CONCRETE SCALE: 3/4' =T-0" LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS mo . PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-W16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X6 (MIN 2 X 3) 2-N16TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .30D MIN EMBEDMENT 1 1/4") 6' FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2z8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2)(4 SOLID BLOCKING 114") 6' FROM EACH END AND SECURE TO SHEATHING W/ � / 18" O.C. MAX. MIN 1-IW' MIN. 2-12d PER BLK. EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 wm» d =2' MIN, 2 }" MAX %=2t MIN, 9" MAX W2d %=1.]"MIN, 2}'MAX ea = J" MIN, 2> 'MAX d =2" MIN, 2:' MAX ze=2}'MIN, 9"MAX mad e,=1+'MIN, 2J] MAX d =2" MIN, 2, MAX S=2t MI N, 9'MAX MIN, 2 }' MAX oa=j"MIN, 2�"MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 *'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslBRgrouP.com AA #: 0003325 g Y r O BXMDIV a¢ LOT: ABBOTT PARK LOT# 22 BL9 PROJWT# 04181.000-22091 HODtM.9 4EHB "2605—HAYDEN" GARAGE BWUM: LEFT PAGIM DETAILS 160 MPH FW. C rB RDrr A8/15/21 CALE: 1/4"=1'-0" iiEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x i 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE UNTELS. 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 FBJAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 71W LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRM MANUFACTURER / EWMMR NOTE& 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 2.6 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK DESCRIPTION BASE PL^TF OR REMARK WD-1 4X6 (3 X'SK5 X") SYP. HTT4 W/5/8" DIA x 6' 5/S3.1A PT., WOOD POST EXP. BOLT r-------- FIRE 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR.TRUSS ELEV. VIEW 1 PRE-ENG. FLR. JOISTS II 3/4" PLYWOOD DRAFT STOP II i PRE-ENG. FUR. JOISTS II 2X4 NAILER FOR II DRAFTSTOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1 /4" = V-0" IJOIST %LLW MmBYN(4)vxe DFIBAND(4)Ys x2)P D BM1 1 N. RONALD REAGAN BE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: OW3325 4 O N 4 $LTBDIV. AC LOT ABBOTT PARK LOT# 22 BL 9 Pltoj=T# 04181.000-22091 MODEL: 4EHB "2605-HAYDEN" GARAGE BIWMG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 1 PH C milglymm � J DATE: 6/15/21 SCALE: 1/4"=1'-0" 8*mcm s3 44 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE' (9) tOd x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON _ HTSM20 W/1010d TO 842) SIMPSON HETA16 TRUSS ANCHOR WITH "ROORWALLIFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND 14)114" x 2114" SHEATHING TITEN 2 ANCHORS TO DB 16d x 1 , NAILS TO TRUSS GIR DE x 1 R NAILS TO 6', e" x NAI MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5' WI 10d NAILS, 2 ROWS, 3• CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: APT SYP #27'x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) tOtl x 3 }" NAILS TO GIRDER AND 6", 6' x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12) 16tl x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 21l4" PH: 407-7748078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSS A{1) SIMPSON LG73SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL FAX: 407-774-4078 tx2, 2x WOOD FASCIA WITH (4)" x 5'TITEN HD TO CMU AND (12) SDS wwvll.abtleslgngroMP'rnr11 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2z SECURED W! (3)16d *'x 2> ' TO GIRDER AA t. 0003325 GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2 2x WOOD FASCIA (2) }'x 5" TITEN HD TO CMU AND (18) BOB }' x GALV. COMMON NAILS SUBMIT SHOP DRAV4NGS SEE ARCHITECTURAL 3' TO GIRDER 1T O!C FOR REVIEW 2x SECURED W/13)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. 12) }' x STITEN HD TO CMU AND (18) SOS *'x 3' lx2 SECURED W/ 10d MASONRY BONO SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 7' APART B ALLOWABLE UPLIFT = U.2355 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = LY2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL TRUSS/ 3 SCALE 1a 1b 1c GIRDER CONNECTOR(S) SCALE: 3/4"=T-a' 2a 2b 2c TYPICAL ROOF SCALE: 3/4" I-' GIRDER CONNECTOR(S) B-0" MAX (W/iX4) OR 10'4 MAX 1W2X4) 3/4" T a G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION PER L I N 4 MAY NOT BE PER ELEVATION PRE-ENG (JOIST LSTA1220 GAUGE WI 1-12 HDG COMMON NAILS. EACH END TOTAL OF 10 8918 4111 6000 6D 90 BII�BtMACC 71it,7i� 3M" WOOD PANELS (2) 1,7 WOOD PANELS (2)12" WOOD PANELS 2x LUMBER >� BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACEWI (3)12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 4' OROAN AT SHEATHING T Ul ZAN 5/8" GYPSUM BOARD OR 12' HIGH 0'-0" TO 3V-(Y' (1) "X" BRACE V " 77 F/�F STRENGTH CLG. BOARD 30'-1" TO 61(3)'W BRACE SECURE 2x PT. PLATE V SECURE -JOIST TO TOP PLATE LVL/IJOIST WITH (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA w/ 12) 12d TOENAILS BACKER BLOCK FROM BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROMM CENTER TO END. WASHER SET IN HIGH tx4 BTM. CHORD BRACING RA ING END WALL CO OTHER STRENGTH EPDXY 6' DOUBLE TOP PLATE MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, MN. EMBED. AT 37' OC 10'-0" O/C MAXSECURED W/ (2) tOtl DEPICTED SEE PLAN SEE ARCHITECTURAL MAX, COMMON NAILS AT EACH CHORD 2x4 OR 216 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 12d's 6' STIFFBACK (AS PER��l O.C. MAX PLANS FOR SPACING. SINGLE TRUSS ENG) CONT. 2x4 SECURED Wf BTM. PLATE TO BE PT. %� BTM. CHORD BRACING tl� PROVIDE DBL. TOP PLATE C 12) 10d's G EACH TRUSS HTT4 W/ 5/6' A.B. WITH O SCALE: 3/4"=1'0' TO BE INSTALLED 4500 314" WOOD PANELS PROVIDE BLOCKING MIN, 7' EMBEDMENT TO SLAB 8 (18)16d x -- _ O.C. MAX. 6000 (2) 12' WOOD PANELS 12" GYP. WL. BD. 2-12' NAILS TO POST., 60 (2)12"WOOD PANELS POST TO SIT DIRECTLY PERPENDICULAR TO I -JOIST 90 2x LUMBER SEE SHEET SIAA FOR NAIL SIZE AND PATTERN ON SLAB cva P T 24- MAX. W/ 21 MAX. W/ R A �^ - - - - Jtt JuntuuLt rut( OF SHEATHIN IJ015T (JOIST SPACING' FRONT yc BOND BEAM REQ.Al SEE FRAMING PLAN TYP TYP LEDGER X�— a• <I ., END OF '''IIII��� � _ '4 • ! •.. e e LEDGER '• t • a'b' LLg a BOARD a - m (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR (�UE: CONNECTION @ L.B.W. LVUWOOD POST CONNECTIONS BE USED PERPENDICULAR W/7'WASHER8512' LEDGER LOCK WALL W/ GABLE END 3/4"=1'-0" 5 SCALE: 314"=1'-0, WITH (JOIST MIN. EMBED. (TYP) (D__P_R­E-ENG`D SCALE: 3/4"=1'0" (NO UPLIFT) TRUSS PARALLEL TO I -JOIST (z) 2xa T G. R T 2e MAx. w 24- MAX. Wr e' MI1X. END SYP. P,T. OF SHEA HIN HOIST (JOIST SPACING FRONTA SEE FRAMING PLAN TYP. TYP. LEDGER END OF ow LEDGER wm a NOTCH DEPTH 114'0 o BOARD cHOLE EDGE >5/6' 2X8 SYP PT1/4"X6'TAPCONTHE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER LEDGER BOARD TO Wl 3"MIN. EMBED F dt LflOTT RK 22 9 T0-22091 HB HAYDEN" 3WENG: FT 1PAGE: DETAILS (I —JOIST) 60//*RPH C <vs'osGL.STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 113OF TO IJOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/II7ENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. VHOLE EDGE >5/I 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-W, 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/1 WEDGE-BOLT/J-BOLT, 5" MIN. 3, ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES P ` B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5' MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (14)1Dd GALV. COMMON NAILS TO HEADER FL#17241 _. _ RCOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE MIN. EMBED(244 16d GALV.ICOMMONN NALS TO HEADER A/NO 2)10dx1-D12' GALV`NAIILS TO JOIST FLOOR JOIST LEDGER SCHEDULE ONNECTIONS INDICATED. A FLAT OR ST STRIP IS NOT EQUIVALENT THE CPPSON HIOA OR LGT2. ROOF TRUSSES ARIE SUBJECT TO UPLIFT, l, AND F2 A SIMOLT.6- �] I I FL#17241 FORCES6 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE BO OHMIIAL AM BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) NI WEDGE-BOLT/J-BOLT, 5" SUBJECT TO F1 AND F2 FORCES. PLATE <3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST a q DOUBLE SYP 2xe tl4" e" 24" OIC MAX. B DOUBLE SYP 2112 (2) 3/4" 6' 24" O/C MAX E _ SIMPSON SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4" WEDGE-BOLT/J$OLT, 5' MIN. AR NO �= � vrv-v. wmmvry rvni�a i v ncn�cn ivv�)</ iwrz � va onw. rvnn.,� i v avw i FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6' TAPCONS W/ MINIMUM 3" EMBEDMENT, B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4"x 1U' EXP. BOLTIJ430LT/TITEN BOLTS DATM s�1s�21 W/ 5-12' MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C, FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE 1/4"=1'—O" (---,,AND BORING LIMITS �„� ATTACHMENT DETAIL WOOD LEDGER DETAIL I -JOIST ALTERNATE MATERIALS ":�] /� U SCALE: I l2'=T-7' SCALE: 3/4"=T-9' 1 O SCALE: 3/4"=1'0' 11 SCALE: 3l4"=1'-0' S J • IA L_] SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMM"""""' EACH END IJOIST J 11—/ PLATE STRAPSW / 10d x 1 1!Y' HDG NAILS WALL / FLOOR FRAMING, DI-JOIST PARALLEL TO WALL SCALE: 3/4' 1'A" #8 WOOD SCREWS x 2" LONG C 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP #2 LEDGER. x 7' LONG 0 3" O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10/S3.1A CENTERLINE 8"CMU WALL - 8" CMU WALL 3/4" AS SHOWN REINF. PER PLAN t' X 6' TAPCONS REINF, PER PLAN PER ELEVATION PER ELEVATION ova IJOtST (SEE ° o w I -JOIST (SEE N ? FRAMING PLAN) ry z FRAMING PLAN) PER E VATION PER ELEVATION 2x4 P.T. CEILING sa• MAX. (2) 2x4 P.T. WI NAILER W/ MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, tOB3.1A 17' O.C. 0 17' O.C. IX2 FIRE -STOP 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE: SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL SCALE: 3/4" V- PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS STRAP TRUSS TO PL PREENG SHEATHING SEAMS) (BLOCKING G G O PRE-ENGD WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 0 K 2X4 DIAGONAL BTM. CHORD PRELEVATION �41 *1 BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY PREENG ROOF TRUSS SECURE 26 PT. PLATE TO BLK W/ TRUSS PLAN TRIM TO TOP PLATS 5/8" GYPSUM BOARD OR 12" HIGH W/ 10 DIA. ANCHOR BOLT W/7' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH { U <9W LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 218 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• • SIMPSON SPH4 OR SPH6 BTM 117 GYP. WL BD . o AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2)10ds 0 EACH FILL ALL HOLES, DO NOT USE 10dx 3" 117(9" WEDGE ANCHOR W17 WASHER SET IN HIGH STRENGTH TRUSSNVOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. 016' 1 Oa 10b 10c OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °' o T,wes,oPOBroola�crloN a:•' -SIMPSON MTS-12U <990 LBS W/(14)tOtl GALV NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGTlHDU4 U 14565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 21l2" SDS TO POST TRUSS CONNECTION @ L.B.W. PosrTOOMC011ECIION SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 CIA x W EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 W/ SM DIA x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7EMBEDMENT TO SLAB a (26)16d x 2-10 NAILS TO POST. I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J 0 F C p V Q BVHDIV. de L10T: ABBOTT PARK LOT# 22 B 9 Plton=T# 04181.000-22091 MODE: 4EHB "2605-HAYDEN" c;APtAGE sans: LEFT PAGE: DETAILS Am-po IST16 DA 6 21 SCALE: 1/4"=1'-0" ear S3.1B SECOND FLOOR DECK PLAN SCALE: 1/4" - l'-0" MUM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.corn AA *.. 0003325 q C 8V3DIV. do LOT: ABBOTT PARK LOT# 22 B 9 PROJECT* 04181.000-22091 ]MODEL: 4EHB "2605-HAYDEN" GARAGE SKIING: LEFT PAGIM SECOND FLOOR DECK PLAN 160 H E C L M NOA. �-A R /15/21/4"=1'-0"4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-V' I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesign&mp.com AA 0: 0003325 !SQL b r g O SU9DIV. de LOT: ABBOTT PARK LOT# 22 BLT� 9 Pno"=T# 04181.000-22091 MODZU 4EHB "2605-HAYDEN" GARAGE SWENG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 60 ^H E C DRMNT AAM 6/15/21 SCALE: 1/4"=1'-0" 92qzET S4.2 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/ 1Dd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE UNTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 718" 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-(",'FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK REMARK O 1 (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. =TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x16 (1)#5 (1)05 N/A GROUTED SOLD 882 MASONRY 3000 8x8 (1)K5 N/A GROUTED SOUD SEE SHEET S5.1A FOR SAFE LOAD TABLES U.N.O. PROVIDE B132IMERE ROOF TRUSSES BEAR, TOP OF WALL EL 1T-4" L--------- `} — 8F8-lT/ MJ0B i 8F8-1T/OMIOB,8FB-1T/OMMB,,� '1 i L------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 114" = 1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 4( 7.774.6078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 a '8 h b 4 5 BtmDrv. & LOT: APARKT LOT# 22 BLK 9 PROJECT# 04181.000-22091 MODEL4 4EHB "2605—HAYDEN" UAXAGE Bwnga: LEFT PAGIC: SECOND FLOOR LIFT BEAM PLAN 160 MPH E C ND A AR N DATE: 6/15/21 SCALE: 1/4"=1'-0" BIIMET S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/7 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° 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. 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST Er'FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK D TION BABE tEEMPOMIDEMENT REMARK WD-1 4X6 (3 }4'k5 Y1") SYR HTT4 W15W DIA x 5" -11A PT., WOOD POST EXP. BOLT N 7r7r7 'A CJ I I CJ1 C N N N N N N N Y Y Y Y N n N n u CJ3 b IIIIIIIIIIIIII CJ = y� N N N x N u N u n x n n x u Q = CJ5 1 B A= a®Es x x =� xxssex x>=ax�s x xf 6 O U � N Q a x=s _ ___ xxxsx:x xxea = axxxax� x J Z IA3 I 1 1 I =I o K PRE -FABRICATED OOF A2TRUSSES @ 2 O.C. o F) _—_ _ x xxxxxcxa�x sxxsm:xsxsx x = 1A s A RIDGE U to ass x xxxas xxx�xxxxx:x x sxxxvx ssa�s s:sx� x xxxEx '_"�- >�= xx�x xxx-x�x xxx3xxxx:: _ s x �e = 'X30"T=xxxssx=aexsam: 3�1�=xxx=; k 0 (J _ O 43 ATTIC o b � 0 A5 ¢ Z x xxxx Z UQ w <m K O 10 A9G U tB .g s s n x N x tloY N �JS :2.m� � xis xis `9(� I I I NI _11 � CJ3 A o xs �.asa=x y, 31 'wl WI WI I w .34 O ®xxxax 85G��� EJ2 Gil to U U 1 i i i �--- y�z--------------------J ROOF FRAMING PLAN SCALE: 1/4" = l'-0" 4 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.407l www.abdesigngroup.can AA 91: 0003325 1 14 C 1SXYBDIV. de LOT: ABBOTT PARK LOT# 22 BLT� 9 P1iOJECT# 04181.000-22091 MODEL: 4EHB "2605-HAYDEN" GARAGE SWnM: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH E . C DA ` 8/15/21 SCALE: 1/4"=1'-0" 519ZET s6 NIP RooF 4'�F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68Q0) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76i() PSF (86:60) ZONE 3r - 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (8660) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: If APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 >FIDOE>VeeNMAM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 1SW 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 @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DNA. TENSILE STIR. SHANK ASTM tOd RING SHANK, 2117' 0.131 F1667 SCRE SHANK 170,000 RING (16-20RINGS RSRS-03 Bd RING SHANK 2 3/6' 0.113 SCREW SHANK PER INCH) RSRS-01 8d RINGSHANK PNEUMATIC 2 3/6' 0.113 F1667 SCREWNAILS RSRS-01 KHh I tK VK I K V JJ ROOF SHEATHING 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 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16'ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. U BUILDING LENGTH >r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING Q IT O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ROOF BNTEA71#gATTAcIBBlT BPAcm ZONE Y tOd NAILS @ 4" O.C. ON EDGE AND 6' O.C. INFIELD ZONE 2e, 2O, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS ®4" O.C. ON EDGE AND V O.C. IN FIELD NOM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 en RING SHAiIx GUN NABS 04'OC. TOPs �TTCM ETJGES IT ■m-m- 11 I I 11 �II99 w C I. RING SHANK GUN NAILS �® SEE"ROOF SHEATHING ATTACHMENT' o TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6'S" O.C. MAX 0 EDGES & 12' O.C. M6X IN FIELD. UNTFIREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YK 314 1 &G SUB+LOUR UEUKINU (3LUEU 10 ALL EXPOSED MEMBERS GENERAL NOTES: ALLAGGSEGATE USED IN CONCRETE SHALL CONFORMTO ASTM C3303M. MAXIMUM AGGREGATE SIZE SHALL BE 3M. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AR ENTRNNED CONCRETE EXPOSED TO EARTH IXtWEATHEIt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSCR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC, SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TAM ANSI SPECIFICATION FOR THE DESIGN PROVIDE 64NL COKnMJCUS POLYETHYLENE VAPOR BARMER MEMBRANE UNDER AL SLABS-OWGROUtID WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL COLD -FORMED STEEL STRUCTURAL MEMBERS 2076, ASCE 7-18 AND AISC SPECIFICATIONS MEMBER IO DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESNETAPE. TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES A SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FOW WORIC. CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN %' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCU)SKM FROM THM PLAN: MINIMUM NAILING PER FBCR 2020, Ah EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2(STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WRH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED W� AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -GOWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/A7064M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE WOOD THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. ' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR D DE GN O REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTEE RED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR RERNORCM STEM-' CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESM LOAM: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL?LATE-CONNECTED-WDOD TRUSS CONSTRUCTION:, AND 'BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: UVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD ffent npn REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR _ 36" WOOD TRUSSES. 10 psf BTM CHORD tlMns mifrent Ifs BAR - 30" 97 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 16 pd TOP CHORD 20 P f TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf WY No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IDpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMITSIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY UVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD SPEED MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE R2020) EXPOSURE C, RISK CATEGORY IN 020) SUSECONDC,RI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC ALTO LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS:30p AND DECKS dOpsf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40P.f MASONRY• PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 8" p AWING REVIEW. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WALL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ' ALL BLOCK WALLS SHALL BE TWO -DELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON PLAN SHALL SUPERCEDE HOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED LASING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE PO COMPONENT BEENB VENT AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED A PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS IT PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SWILL PROVIDE A MINMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS RN OVER DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED WI A SLUMP OFT TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNMIX* I SITE PREPARATION' "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL WSW PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO CONCRETE PLACEMENT CONCRETE SLUMP SHAL NOT EXCEED S./-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH AL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MANG. TRANSPORTING, ETC. CONCRETE TICKE IS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHBA WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER ROM SHALL WAS FOLLOWS A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.10" FOR 46 AND SMALLER T FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314-FOR SLABS, WALLS AND JOISTS 1-102' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT TIES, STIRRUPS FILL CMU CELLS SOLD WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O. STFOXTILM M.8TEB- THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM . A36/A36M FY = 36 ksi FOR ANGLES PLATES B AND WJSHAPES. STRUCTURAL TUBING SHALL E ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER gPPUGTON 512E ttPE PACING REMARIC4 gPPLIpnON SIZE ttPE 9PAGNG REMARKS PT NRRING TO CYNIC HARDENED COL L11?LONG. 604 GARAGE DOOR BULX TO MASUNIY/WNC WA6HER ON MAE0IRY �FASTETER BDC 11? INI.D. I ENO fxsl., IfIY EDGE pSi. T. OOORB CASE HPfAElEp WIL fY G'C vxNWWWM/FASTEN® cPRAGE ODOR BU(M A� t6.O,C tye'aAl rELBEo., I•EtOnsr.. x . ww� p6 NmwBua caE wRDENED aL Juno MErgLs,RAPTO CONTACT THIS ENGINEER FOR SPACING 1z PT, 9EENOlE6 NAIL 1117 LONG. STAGGERED MnsoNRvimNc.� MAsalmlconc. REQUIREMENTS EIR SWING OOIXi IKK$i PT,SEENirE6 (J 3116"DA WASHER .1-fur FASTNER iC pC EMBED. 6'END ..T.. it/r EOGEtiST. FARING WOW ANSI 2f, 4°EMBED a'FTD E BOI.T� GIST., 3'EDGEpST. .I-- - PAF:z1I6- awc a-am�GST-tta PTro NGTe6 wlwa sTAGGERED EGSI 1N.SSTTAAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUGATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHAM BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2t MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REA-AN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 otmDIP, de 1.0T ABBOTT PARK LOT# 22 BLK# 9 PROJ=T# 04181.000-22091 MODRU, 4EHB "2605-HAYDEN" GA7iiAGE 991WMG: LEFT PAGI DETAILS 16 H 14. C F-PDw� 6/15/21 SCALE: 1/4"=1'-0" S1EMET S N1 11110 v • © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CH? a MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX: n=TAIi n J-(. NANNtL FASCIA FASCIA WOOD BOARD BY OTHERS 72)STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL OHEM AND IN VALLEYS 1 STAPLES INSTALLED( 12" O.C. MAX (INTO QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR 08 TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. I_ —SOFFIT 1D T""�J_CHANNELQ O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 03 J-CHANNEL J' MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'U ------ .� I.--SPAN'Ll —yR SEE DETAIL'A'---' SEE DETAIL'E'--" - - ' EAVE CROSSSECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'— SEE DETAIL'E'_ EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JO / BY OTHER EMB. WOOD BATTEN LCHANNELO v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN Ly WOOD BATTEN @ O S t(D NSTALLATION SCREWBATTEN ATTCHMENT FASTENER SPACED 24"MAX O.C. STAPLESINSTALLED2" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) ® J-CHANNEL— $„ DETAIL C J-CHANNEL BY OTHER NSTALLATION SCREW, 2-1/4 BATTEN ATTCHMENT EMB. FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. .:;g:;gg;;. 3519 ••=.:;g?g;ggg;;;• EAVE WIDTH . 375 .375 (ROOF 4 3.625 3.625 OVERHANG) 5 \ 08 A3 12 "—CONCRETE; A CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 N. RONALD RFAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroupxom AA R: 0003325 t� i� y 0 R Q Aj 9VHDIV. Ae LflT: ABBOTT PARK LOT# 22 BLT� 9 PROJECT 04181.000-22091 i[ODEL 4EHB "2605-HAYDEN" aaAlItAGN 9WMWG: LEFT PAGE: SOFFIT DETAILS 160 PH EykC DATE: 6/15/21 SCALE: 1/4"=1'—O" s 1= sD1 P z qi'7 z�,