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HomeMy WebLinkAbout7554 Sail Clover Ln1p 99 99 1-8-28-4EBB-CALI e***X HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax.- (813) 740-9715 ` STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -n,Dlzm► MMMM �, , "s i 9m, -AM la AM sATI COM �Y� YI�Y wfW YiA YW/ap -OCCUPANCY - RESmVMAL CROUP R3 -CONSTRUCTION TYPE _ VB -bg. BLOB FINISH _ CLASS B -BASIC WIND SPED - Vtilt=f60 MPH Vasd=124 MPH :KMURE - C �y�py -f-JlVn! RESIDBNCB - -2-STORY RESIDENCE - W. HEIGHT AS PER IDCAL AND STATE CODES ASV. ABOVE UV. LAVATORY AC AIRCONDITIONING LUM LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD BOARD MT METALTTIRESEIOLD CI. CENTER LINE MTD. MOUNTED CAB CABINET MT L METAL SCA E CA CEILING NTS ON CENTER CIA. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTYLJNE CPT CARPET PB PUSHBUTTON C.T. CERAMIC TILL PH PHONE D DRYER pit PIAT DBL DOUBLE_ PLYWD PLYWOOD D DUAL. PR PAIR DI A DIAMETER ED P T PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL BAD. RADIUS DP. DEEP RAG RETURN AIR GRRl. D S DOWNSPOUT RM REFRIGERATOR DTI. DE -.TAIL Ro RcwcHOPENW, OW DISHWASHER SG SOLIDCOREExrm EA. EACH S.D SMOKE DETECTOR FLEv, ELEVATION Sx SINGLE EE EQ. EQUAL SHT STREET EXH Ew RUST SHTHG SHEATHING EKT. FJCTERIOR SIM SHOWER FG-FX. FIXED GLASS SIM. SIMILAR F O. FUEL CAS SL SLIDING FIN FINISH SL GL SLIDING GLASS FIR. FLOCK STD. STANDARD FLUOR FLUORESCENT SOUS SHEAR WAIL FR. DR. FRENCH DOOR SECTION FTO FOOTING TEMP TEMPEREDGLASS GA GAUGE THK, THICK GAR. DISP GARBAGE DISPOSAL T.Oc. TOP OF CURB G F I GROUND -FAULT CIRCUIT TOYTOP OF PLATE INTERRUPTER TO. .TOP . GLGLASS T O. TYPICAL.CAL, GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.H. HOSE BIB OTHERWISE IT 'OALLDEERW cORe wP WASHER AP ROOF HGT', OR FIT HEIGHT' W- WITH MSUL INSULATION WD WOOD MT. INTERIOR WOW. WINDOW WM WATER HEATERIRON W'.I. WROUGHT IRON DATE DE9CRIPTIDN OM,n CDT1k61ED ARCHITECTURAL SHEET DESCRIPTION cyn wnw wAye PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Ai -FLOOR PLAN PG A2D-ELEVATIONS "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN I PG MI -MECHANICAL PLAN PG DI —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS OVI6A6 CDgRE-1681Ep ONVO 61WA6ELEVATI"ADDED OS/►fS ODTiIRE-IBBIED 04AW FOOTING REVI610N PER M. Bpll6 aQT� COS 02ft j ADDED CVIBLE66FOOTERATGARAGE MAIL (FORT MrM)1(.MEM. WMAB FLAN MANTENANCE 05016 11EVIEED LNM 611E AT FRONT ENTRY DOOR ` STATE OF FLORIDA PROFESSIONAL ARCHITECT: R01 AND A. ABOUCHACRA AR NO. 93723 T A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 .*^ 'FT' Ci .'S OU24AB ADDED ADDRIONAL RECEPTACLE IN GARAf# E'ER WLL BATO 0474M REAGED NVAC VOLLME6 ON 60T �C 6CNEDU.E (MELD1 LIVWc 1,026OaFT. GARAGE 430 Sa FT. ENTRY I6 6CS FT. LANAI W 6!S FT. TOTAL 2367 Ga FT. 0612AS ADDED �oRMOW DEEP FaDWDUA�L120JA(ORL) a/ilnB ADDED LED LYdlT6 KREN CIJ BATN FTaR MA1iC BOIIEB O1A6'1B ADDED 6TONE OPTION ELEVATIGN C A D (TAMPA) own ELEVATIGN'G'61DWCi-ADDEDLOUVER.CIABLERLi�F IOM/A ADDED OPT. r-p' CEILING W&M OUDIRO REPLACE U6FCNECTO16 WTN 61MPWN COMECTORB 04mm IMAGE EMKAVENT RADON PLAN DPENBING, 04MW OFT. W-V CLG. NGT.- ADDED LED LIGHT W FOYER 040VVM OPT 1A W-W C NGT ELEVATION 'C'- REWW IE13HT OF AICHLLWY E6/Oi/2p ,,, ELEv,ATION6�L',r'(�,, STRUCTURAL SHEET DESCRIPTION ATVINU ADDED ELEVATION6 T'Ki'-T'W'-Y16' (ORU PG Sl -FOUNDATION PLAN PG S1.1A-DETAI PG 51.2-DOWEL ORK SHALL COMPLY WITH R Ek PG S1.2A-DETAI S Y'LORIDABUILUI>vG �J'f'l.i�i PG S2-LIFT B ��INAA>!� C�1jP PG S2.IA-DETAIAND TH ODE 0F PG S2.2A-SAFE ZEPHYRHILLS PG S3-FRAMING PG S31A—DETAILS PPG G SN1 -DETAILS RE /' QF Z ATE iAUG p 2 7�22 PG SDl-SOFFIT DETAILS u' E PH yR L LA RI ` "n A t i� ! f l r DRAWING / CONTRACT DOCUMENT THE BUILDER ASSUMES A1EW B]Y sLL1Bl �YEFROR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A3 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS BRATTIER SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT WRITTEN R.P.L. (REQUEST FOR INFORMATION) To THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO AIL TIRiTPEN MANNER. As IN LB DESIGN GROUP UWN TAKES NOS IN A TnE1 Y RESPONSIBEUTY FOR INTERPEWA77ONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SLR. ovm2i 2000 FDC UPDATE 03ADl,M ADDED OMIT DETAILS �m ADDED ELEVATIOIO V A 'G' (OIL) p4�1 ADDEDVII EOM04LEVATION'W(M>ELBaaE) EWMI ADDED ELEVATION6'14V(ORL) 06/IS01 ADDED DDI OFT. (TAMPA A FT FI1'ER6) 0//IpRI ADDED 20' FOOIER OPTION (TAMPA) d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdestgngroup.00m AA M: 0003325 soil, � C i L—L.3 sVSDEV. as LOT ABBOTT PARK LOT #7 BLK #14 PHASE: 4C Pn0nwT# 4 1. 4C- 7 41 LMIOlmm 4EBB "1828-CALI" 0A3eAGZ 8WINCk RIGHT PAOI& COVER SHEET %160 9ZH EXP. C 1 I10/26/21 : 1/4'=1'-O"P C1 GENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7bi EDITION, (202D) . 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 WANDBORNEDEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020CHAPTER 3, SECTION R30121.2. 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 WALL 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 ANDO R FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REWIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTILPERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGE$ AND CARPORT'S 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 R302.5A: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M INCHES THICK, OR 2D- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 28 GAGE (0.48 MM) SHEET STEEL P 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 R3026 & 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. on wom 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILLAT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 959%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012E1. 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 TOBEAMINIMUMOF 3'- O'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: 1. 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- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER& WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOWLYWITHCHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUMAREA SHALL BE 8 FT . SQ. PLIIllem 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 A AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 25 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P30052. & 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 P26032. EXTERIOR WALL CON91INI0a 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR 1#IAl1Ei 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,12' 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-C 1063 - 198 AND R703.7. FNtE RNWANT CONBTRUC7101III UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 GYPSUM BOARD. R302.7. EXTERIOR CELSM 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'WY DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . COIIs1RUCT10N OBtENAT10N 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 BUILDERS / 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. EXTERORlOFF11E 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32T50 PH: 407.7740078 FAX: 407-7744078 www.abdesWngroup.eom AA A: 0003325 m b L o NJ8 s7:DlDIv. 01 LOT: ABBOTT PARK LOT #7 BLK #14 PHASE: 4C PSOJWT# 4 8 .04 -0714 HODZM.: 4EBB "1828-CAIT GARA6i sVUTO= RIGHT PAGL' GENERAL NOTES 160 MPH EXP. C E A AB@UMiACAA ' L ' AA A NO 93723 I rrnzbm -1 DATM 10/26/21 sCAIM 1/4'=1'-O" slur GN p p o p iiiil p � �;� p liiiil!iil p Iiiliiiiii a�� p!iiiilP I p • p e � p 11 i o p . O r 00 p i - '' r M ! . p ------------- V. � . r p b3 / M L'I O fin oAl FEE FLAT p o � • rl, p D O EIMLARD p AS i . `r ■CODEGAUGE i 1 IS p I plll_._., Ila �—EMY - o�o oliUiilp �pili■iilo . of■p plliilo II � ME FLOOR PLAN SCALE: 1/4' ■ I'-& -*I SQ.FT. CALL. S LIVING 1026 6Q. PT. NaARAC■E 430 6a PT. BNiRT W 6Q. PT. LANAI 66 6Q. PT. TOTAL 2,362 Sa PT. cCKo1BR AID aADpaM1D LOADI we 11D EQ0/11E r0118 NEC01D alllar a� lam mIE Jul NAIAD MwD IBMII(t MIN. WINDOW 10 S 34/-45 CRITERIA EXTERIOR BUwYs DR MIN. CRITERIA 0 5 33/-43 SJ3D. MIN. 41 5 3V-39 CRITERIA 16010 O1dD. 112 5 282/-315 12'x12' SOPFIT I 5 I 313/-49.9 BASIC WIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEF17CENT = t 0.16 BLDG. CAT.-U. EXP.=C. MEAN ROOF HT. = 13'-10- PRESSURES HAVE BEEN MODMED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CoIIIIIOLDATD wm DELL. TOP PLATE 0 m DA4- R .DETAIL DR. DTL. (0a LE: V2 . I'-0' NOTE. HEADER FINISH TO BE PER C t-"LAITY STANDARDS NOTE- -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 617E FLAN. -OTHER OPENINGS CETWEEN THE GARAGE AND RE6IDENCE SHALL DE EQUIPPED WITH 60LID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN TNIC9 NE66, SOLID ORHONEYCOMC-GORE STEEL DOOR& NOT LE66 THAN 1 3/0' (35 MM) THICK OR 20-MINUTE PIKE -RATED DOORS. i N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX : 407-7744078 w .sbdesignpoupxom AA N: 0003325 Bj o a BUDDIIV. as LLNDTt ABBOTT PARK LOT #7 BL.R #14 PHASE:4C PIIIOJ=T# 4 8 .04C-07 4 MOD , "1828-CALL" GAXAiom 1swa0a: RIGHT PAOIM FLOOR PLAN 160 MPH EXP. C FA 10/28/21 OCAIM 1/4"=l'-O" i1'1D11SP Al EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT (TYPI (TYP.) --------------- i0 8HMG1.E ROOF EQ. EQ.f FYPCN LV=4 A I OR EQUIVALENT FYPON EQUIVALENT EQ. EQ. � S OM. COAC34 4F'XE DECORATIVE SHUTTERS OR EQUIVALENT m m 0 xr. I I 9 4' RAISED p fl v BAND (TYP.) D FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: DULL FENESTRATION PLAS14N6 AS PER POOR R103A OFF RIDGE VENT 12 I 0'-0' FIN. OPP RIDGE VENT OF ATIIC 2364 SQ FT. NET FREE VENFIIAIM AR63 FEW RFD - E/3m WWREDVENTIUTOIN AREA 736A 130D 2. VIMMLATM AREA XSQ INCHES PER FT. 11441 533472 SQ PL MNASOURE7me"TI IN . .SX 113172 IN IPPERPORFION OF ATM S67.36 SQ IHL f RIOSE WAIT UTION AREA . US SQ W. PER VEFT 567.35 /113 AL/OF VENTS RWURED QW357 ALM VENTS►ROVIDED 5 'AREA OF ATM U DE PEMTEROE THE HOUSE, tffi THE OVEIWING EI ENOR OF WALLTO DP ENORDFw NO CVMRV40 I oB'-O' e4e3. NGT. Em FE OFF RIDGE VENT REAR ELEVATION SCALE: V4 • I'-0' TEXTURED FNISH BRG. NGT. ■ I-0. �o m :o -O'FIN. FLR _ 0'-O'FIN- FLR LEFT ELEVATION SCALE: 1/4 . I'-O' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-O' BP.G. HGT 8'-0' BRG. HGT ■ i0 �D 0'-0' FIN. FLR RIGHT ELEVATION SCALE: V4 . P-0' TEXTURED FN18H -0' FIN. FLR 2: io a, I� 7F 4 / DECO. DTL. A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeWWoup.com AA f: 0003325 r soil, X � a 1 4 ABBOTT PARK LOT #7 BLK #14 PHASE:4C PROJDOTIP 04 8 .04 -0714 MODEM., 4EBB "1828-CALL" GARAGs sWINCk RIGHT PAOIM ELEVATIONS If ^ HF 160 MPH EXP. C 27 Lot%A. NO r3%uJ D 10/26/21 scALm 1/4"=1'-0" 1 z= A2D ELECTRICAL LEGEND SYTIDOL DEFINITIOv NOTES MV OUTLET f. 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BATH 02 P at n" -ft cu N f'CGTWIT OR • 1% CU N f' C0ICIXT OR VD AL.LL INTIMATE ABOVE !OBIT • ovffm %W 150 AMP ELECTRICAL RISER NOT TO SCALE. casNAttoN eERv1cE DNICOINOT EUITCJI AND 004MAL NOTE& M ELEICTRIC TITER N A ELECTRICAL MATERIAL. 00 NRALLA74" .MALL NEMA M ENCLOIIK COr'RY EITTI ELECMr PROVI.1?l. 0 71l !BClR TTN LOCAL CODE..V. ALL LOCAL POYBR COI'IANY NE& II!'ENTI T IL ALL C0I000W106 04ALL M TYPE TM&&VnBN UNLEM NORD o?wow . - r---------- NTER.YOTET BONOM TERMINAL AT LM VCLTAW CCHECTk" PROVDE BI AMP, MNV"& VOLT, I PHAN EECpDN![/ 1 V CE QI.ERVGROUND GGw lOTlD TO ELECTOW-AL SWRVRI PIROVDE 14 COPPER (CU) IN CONCRETE RW-Ad= POOTER.TEIL PER 1-UT' CQUT DU SONEC LE .D PVC DOR PROVD! I ELECTRICAL MMOVBICr/ OF TMI EIGHTY 4AD AIM-MM (AL) IN Y' DIA MMEXLE EB PVC CONOUR Uhum /OWICE R PRED OVDBY THE ECTRIC ELCOMPANY. COOIpwWIT"TE WTwo EL.ECTRe r X. FT LONG COPPER CLAD OTROIIO ROD ="ANY FWAM TO BD. /s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-T744078 www.abdoeWWoup.com AA .: 0003325 QI a E1 o REESER sUMDry dE rro- ABBOTT PARK LOT #7 BLK #14 PHASE: 4C FIROJWT/T 4 4C-07 4 MODsrA 4EBB "1828-CALI" GAVAOa swD?ON RIGHT PAOIC: ELECTRICAL PLAN 160 MPH EXP. C ? 7 , ROLE A ABO L AR j nw10/28/21 scAL11.` 1/4'=1'-0" s2�P E1 2• VTR TR KITCHEN //I `� vKINK uY �' \ �2 Auro vENT '�`. I I 1/2, I IA� 2��in,1 . 2 r/ 1 JrI �'� 2 I LA V I 3' _ LAV Tue I 9' 11/2 B1G 8 9 I g• 3 1 1/2 2 } &k4m 2 2 CO 4 WASHER 4 TO MAIN PLUMBING RISER DIAGRAM PLUMBING PLAN WAX. V4 " I'-m' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7741078 FAX: 407.7744078 w .ebdesigngroup.com L AA 0: 0003325 g� ymmb�aa C NUDD V ft LOT: ABBOTT PARK LOT #7 BLK #14 PHASE:4C 11pnon=T# 04 .04C-07 41 MOIDNI e 4EBB "1828—CALL" GAXAos WW5 RIGHT PAaIL PLUMBING PLAN 160 MPH EXP. C OCT Dw� 10/28/21 8CAXJM: 1/4"=1'-0" ssstamT P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT &HALL DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL DE CON611lUCTED OF A VALUE OF NO LE66 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FCC MW EDITION (2020) MECHANICAL BUD& CODE SECTION 603. 3. ALL FLEX DUCT6 6HALL BE APPROVED UL bl CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES &HALL NOT BE LOCATED CLOSER THAN W FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FCC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FCC 1741 EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING CATHTU06, SHOIUER6, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MEC14ANICALLY VENTED IN ACCORDANCE WITH FCC 1TH EDITION (2020) MECHANK«AL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOM&, SHALL HAVE UNDER -CUT DOORS FOR MAKE -up AIR TO CE RETURNED, TO EQUAL AIR EX04AU6TED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH AGCE66 DOORS TO RESET DAMPER ALL DAMPERS &HALL BE INSTALLED TO MFG-L RECOMMENDATIONS AND PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. IV. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH 15ALANCNG DAMPERS. IL DRYER BOOSTER TO BE A FANTEGH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. Nam ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y S/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER POOR 1TH EDITION (2020) MECHANICAL BLCG. CODE SECTION W12A HVAC DRAINS 6CORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED IUADE 6240-K JOSAM 66000 INSIDE SERIES NICKEL BRA86 TOP CAULK P.V.0 OPTUSPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® 61DE-WALL OR 1 WAY DIFFUSER — SOLID LINE- 6UPPLY TRUNK — BROKEN LINE• RETURN TRUNK l BALANCING DAMPER OR OBD CEILING EXHAUST FAN RCEILING E)ONAIUST FAN 4 LKaHT O/A OUTSIDE AIR Q THERMOSTAT t9 PA66-TI-M AIR GRILL SECURE STRAP TO CONK W/ (2)-3/I6'X2' TAFCOM C�UNIT ER SMPSON U45 ROLL 6TRAP OR EQUAL 4' CONCRETE SLAB 6ECLIRE STRAP TO UNIT W/ (2) fSXI 1/4' SHT. MTL. SCREWIS CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTER15UNK CO. PLUG FIN. GRADE OR PAVING SEE 6PEC. "' P-6 X6 BONG. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vFLOO&SLAB CLEAN -OUT (TYP.4 nEXT. GROUND CLEAN -OUT (TYYPP. MECHANICAL PLAN V4 . -0 NOTE, ALL MECFIANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPE. ELEVATION. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 40T-7748078 FAX: 407-774-4078 w .abAealIpWoup.c AA N: 0003325 J e t omm aysa:v as I10T4 ABBOTT PARK LOT #7 BLK #14 PHASE:4C pnomwTN 4 4 -07141 Moaa:. 4EBB 1828- CALL" GAnAOR 8TnNQ 4 RIGHT IPAGM MECHANICAL PLAN 160 MPH EXP. C 7 -M NO MM J DATO 10/26/21 aaAi it 1/4-=1'-O" asmcaT M1 2X4 TOP PLATE !6ro'O 5 1//' DRYWALL !ro' TOP PLAN IrO�AN EL (25 PRE-FA6 YOU" G4.) COMM MEAD VY% 'fK7 roAT I'cmm V2' CLfi BOARDAND .vrmti® s:wjcnw.L row VY DRYWALL DMlmv To Fill C ! 61W OR 6 !ro' METAL OTUDO naorwr iTrtt� To PILL T STUDS IN 24' O.C. 20 GA METAL TO BE cal AS Fwe tPARTITIONS SUPPORTING INSTALLED IN UALLO Fwoou AL OM vI' DRTa+AII L HUNG PLIJMHING RECEIVING UPPER/ LOWER ! 6ro OR 6 roasu MuLtW UI�S AND WALLY,AnCABINETS ML o eETUMA HOURReO °OnoM TS SHALL SE NOT IN ALL OT1 EM WALLS. 6TUD6 CNANML (25 Lr �DNe ALL SANOWD Mr THAN 2x4, WHERE ro BE SPACED 10 oc Ar 2WID ro DFLOOR WALLS ADJACENT TO er enly. M l 2x4 uIOOD CED NOT MORE STAIR WELLS AND DATWIIi0011 FLOOR PAP 4 c !µ' Com "OR PLATIE O GLAD MIT STUDS 024' THAN 16. OZ. OR, NOT UTALL6 UY TILE F W416H WOOD FLOOR �°°� r...s W*= JAM FAR W/ I" MA60NRY GAL oz. LESS THAN 2x&, WHEN UV W OD � � °i�'',D DO°" MM er ane�M NAu • �' o� SPACED NOT MORE ul000 eAeEso '`. PAAe� TO MAX THAN 24' OC. - Nam �� FIN. FLR TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-o• FIB' WA.ASS 6HINGLEB WITH UNDERLAYMENT AS PER FCCi! SMJJ. ROOF SHEATHING THICKNES6 AS PER SWEET SNL SECURED PER FASTENER SCWEVULE PRE-ENG TRUSS J/ MTL. DRIP EDGE J/ 2x FASCIA PER 0 ELEVATIONS TYPE ox VENTED SOFFIT IR• THICK• 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR j /8' GYPSUM 50 OR VY Wi&4 STRENGTH CLG. BOARD RI FBI t SEE ENER13Y CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION —� WINDOW ATTACWI-ENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL ba P.T. FURRING STRIPS • 24' OG. 8' GMU VJ' GYP. WL. B7.� WOOD BASE --� a • p_ 4 —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D 1 SCALE: 3/4'.I•-o' 2B GAS LINE THRU BLACK ... s GARAGE DOOR JAMBS D1 SCALE:11/2••I'-0' FIEIERGLA66 SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' OG. MAX. WTH UNDERLAYMENT WTH U•DEIFLAYII N SECURE W/ (2)12d NAILS A6 PER FDCR 9m5JJ. FIBERGLA65 614I1415BLES A6 PER FBGR WbJJ. • EA END ROOF e.1-MATHING WITH UNDERLAYMENT ROOF 6WEATHMG 2x BACKING BETWEEN TRUSSES T1410 .E66 A6 PER WIT PER ERL 90ENTJU. THICIUE65 AS PER PER STRUCTURAL DETAIL SWEET SNL ROCK SHEATHING SWEET SNL SECURED PER SECURED PER THKIOJESS AS PER FASTENER 6GWIEDU.E FASTENER SCWEDULE SHEET SNL SECURED PER eTIFFN6A4X AT ALL UPRIGHTS FASTENER SCHEDULE MTL. DRIP EDGE P£R STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX P�-EWG UD. Tema ,qX. 2x FASCIA PER ELEVATIONS O. ELEVATIONS RENCE STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT PRE-ENG TRUS6 WALL SHEATHING CONT. 2x RAT RUN SECURED PER TWIICIQJE66 AS PER STRUCTURAL DETAILS WALL 6WEiATHNS SHEET SNL SECURE PER SEE N•ERGY CODE FORMS FOR THICIOMS6 AS PER MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SWEET SNL SECURE PER 2x FASCIA PER ON SHEET SNI PER ELEVATIONSWEET 6C1-EiDULE ELEVATIONS 6/8' GYPSUM BOARD OR 11/2' ON SWEET SNL PRE-ENG. GANLE TRJ66 W*H 6TREWxTH CLG. BOARD VENTED SOFFIT UR°EP SCREED PRE-ENG. GAB.E TRU68 DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 7x P.T. SECURED PER R-4J INSULATION STRUCTURAL DETAILS W COW ATTAC 4MENT A8 PER MANUFACTURES SPECIFICATIONS ROPERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND bd P.T. PURRING DEMENT PLASTER APPLIED STRIPS 24' O.C. DIRECTLY TO MASONRY 1/2, THICK. 2 COAT VI' GYP. UL BD. PORTLAND CEMENT WOOD VASE 'CMU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR 0'-0' FIN. FLR _ 0'-0' FIN. FLR e' ISM a. ROOF SHEATHING THICKNESS IS ,, • • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-i& IN a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 .46 ACCORDANCE WITH F5r-R 2020 ITH EDITION, SECTION R301.13 4 'ITH EDITION, SECTION R301.13 AND 16005.1. AND 16095.1E n W/ WINDOW OPENINGr.-N TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, !/4'.r-o' UNDERLAYMENT IN ACCORDANCE 1 WITH F5CR 905.1.1.1 OF THE FBCR 2020 METH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE. !/4 .r-a UNDERLAYMENT IN ACCORDANCE WITH FBCR 908.1.1.1 OF THE FBCR 2020 ITH EDITION 16 014 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 VI"AbdesWngroup.com L AA M: 0003325 J j IIIIIIII a yra�Qut o LL.1 svaa:v ae rva: ABBOTT PARK LOT #7 BLK #14 PHASE: PnoJwT/I 04 .04C— 7141 MODEM, 4EBB "1828—CAI1" OARADU swam RIGHT PAGM DETAILS 160 MPH EXP. C DAM rrnmT 10/28711 ecAtLa 1/4-=1'-0- m3amm D1 im 2X6 P.T. 4 COITIR OF DOOR HEADER lEQI11lD W/ fV UJ' X r J-BOLT UV 4' MK !MBlDMON. W/ 2' x 2' x US' WAlM VQ / NIT OR SV (2) VJ• X 6' ANCHOR BOLT! YV 4' MK EM ENVM V M UV 2' x 2' x VS' YIISMER 4 NUT — ®I TO MILK IV W' TAPCCNrB I V2' EMBED. r O.C. 4' rD DIST. I VY EDdd 016T. % 2• x V6' W4&a! 4 N)T. N WTNN r OF TOP, fU WTHN S• OF THE rTMM ® (3) EVSKY SPACED. of Ial NOTE& ALL INC.HOISS SMALL BE N ACCAORDANCZ TO MANUFACTURERS 14TALLATION NGTRUCTTON6 0E RICH NOTRICT10148 ALE MORE STRIMENT GARAGE DOOR BUCK ATTACHMENT 4CALF P. -I 7X4. m 89C M TO BLOCK IW 3/r'TAPC4" MK SWANK &N JO MK MEAD 61M 300 MK !MBlDMENT I VA') WITHIN 6' OF EACH END 4 10' OG MAX SPACING 2X4, SO SECURE TO BLOCK W/3/r' TAPCOW MK 6m" OM.Ws MK MEAD Sin 3" MK EMSEDMO4T I V41) WT41N S' OF BAC 4 END / r' = MAX SPACN& 2x4. W OSCU N TO BLOCK W/ V4' TAPCONS MK GMA K On J46 MK HEAD On 3dW HK EHWDMINT 1 V41) WITHIN W OF EACH END 4 r' Or- MAX 2X6. ® 2X6. ® 2xM = BECUM TO BLOCK SECURE TO BLOCK SECURE TO BLOCK 01(2) 3/r' TAPC4" W/(21 SAS' TAPCCNO WX2) LAW TAPCOIM MK MN SHANK &M .Wb MIN SHANK SIZE J45 SHAW &M .ids MK MK MEAD &3 300 MK MEAD WM 300 MEAD 613 300 MK 6' cm MK Q'DEDMENT 1 V4') MN EMBEDMI90 I V4•) Q'oEDMENT I V41) �, DRTYI4LL WTHN r OF EACH @D O' GYII WITHIN S• OF EACH END 6' QL IUTHN W OF EACH aD S, Q„ V / r' OG MAX SPACING. 1 r' OL MAX SPACKi 1 W OC. MLX BPACN3 bat P.T. OR 6/4'X4' MN V2' DRTUALL V2' DWrULALL �. DRT711ALL SHCVIE TIAI PRAMME 4 PX4' 2X& O ❑ 2XS. 2XO. m 4,;'DMJoAMBCRU ox'"m W/4' NTO PT. NAILER SECUE TO BLOCK 6ECUE TO BLOCK XSECUE TO BLOCKI'X4'BLOCK YV 3K' W2) W*' TAPO" P.T. NALLER UV(2) bft' TAPCONS P.T. NALLtR WN2) V4' TAPCON6NAILERTAPCl" DOOR CASKS (I'IK SH.4).K an J46 T/*, OSD. x 4' MK MK SMLANC SIZE J46 DOOR CA&NO MK SMA K &g 146MK SHANK S12E .M5 MN MEAD 613 300 MK MEAD &II 300 MK MEAD &3 300UA►' OAS x A' MN MN MEAD &3 300 MN tMBlDMEM 1 V4•) D0011t GASND MK EM'IiDM@(T I V4') MK @BEDMB4T 1 V4'MN EM'BCDFEUJT 1-V4• WTNN O'Cr EACH END WTHN S'Q SACMM DO WiHN S'OF ldCMl 04DOOR C.4OIMIG WITHN S• OF CAC41 END DOOR JAtB OR urDpU 4 r' O):. MIA.x 1 r' OG MAX / r• 01:. MAX1 r• OL. MAX !PACING ATTACH TO 2X PER SPACNSk DOOR JAMB OR WMDOW 6PACW& DOOR JAMB OR LMOM 6PACNG.DETAILS. ATTACH TO 2X P!R ATTACH TO 2X PER I6R')AU MAMPACTUES DETAIL& MANFACTIIES OVA". ATTACH TO 7X PER MANFACTRE6 DETALL6. NOTE. 6HM AS NEEDED TO PLUG JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4' O *DdD011 TO BLACK +3/4" OR +5/4' 2X4. SO SECURE TO BLOCK UV 3AW TAPCONO MK GNAW On J46 MK HEAD On 3" MK @SEEM Nr 1 V47 WTWN S' OF EACH END 1 r' or. MAX SPAC R& 2x6, m !SCUMS TO BLOCK WW2) 3A6' TAPCONS MK SMANC On Mlb MK MEAD On 300 MK V-E!DMENT I V41) 6' GYIJ OTHN A' OF EAUM END 1 r• OC. MAX 6PAONMIG. V2' DRIUU4LL rm ® ❑ 1w SEC41R! TO BLOCK P.T. NAILER WK2) 3/r' TAP ONS DOOR CASING (MK 6"K &M .Wb MK HEAD $In 300 MK EI'Bd01$NT 1 V47 WTHN W OF EACH END 1 r' OL. MAX SP'rNMC` DOORJAMB OR WWOW ATTACH TO 2X PER MNJFACTUE6 DETALL& NIOM. SWIM AS NEEDED TO PLUMS JAMB (Do NOT EX060 V49 DOOR JAMB TO BLACK +1 1/2" /111IND011 TO BIACK +1 1/2' a NOTE. SHIM AS N!!D!D TO PLUS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/16" �1RIND011 TO BLOCY +l 15/16" MAI do SECURE TO BLOCK SV 3)16• TArc," MK SHAW On 30 MK MEAD 6= 300 MN O'BEDMEW I V41) WITHIN V OF EACH Do 4 r' OC. MAX SPAC 4& NOTE. STRUCTURAL 2X MUST BE 2x6. ® ON OVT&D! 4 SECURED SECRE TO BLOCK THROUGH V4I-6TBIG7MAL W17) WW' TAPCONS 3AW TAPCON MK 1-V4' MK !HANG VM J46 101101MLIENT INTO BLOCK MN MEAD SIZE 300 MK villmo ow 1 V41) WTHN W OF EACH END d U1U 4 r' OC. MAX SPAWN& V2' DRYWALL SECURE TO BLOCK 3)W' TAPCON6 P.T. NAILERMW emK SHANK 61M JA6 DOOR CASING MK HEAD VM 300 MK @'BlDMB4T I V4') WITHIN S' OF EACH END 4 W Or- MAX SPACING. DOOR JAMB OR WMDOIY ATTACM TO 2X PER MVWFACTUE6 OCTALLS. NOTE, SHIM AS NEEDED TO PLUM JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" r111II'IDOII TO BIACY +2 1/4' u NOTE. SWM AS NEEDED TO PLUS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3' ^MICR` it Tff R1J1(:It +9" 2x4. 00 SECURE TO BLOCK UV 3/r' TAPCONS (MIN. SHANK OM J46 MK MEAD OM 300 MK EMBEDMENT I V4') WITHIN W OF RACK END 4 r' OL MAX 6PACM& NOTF, STRUCTURAL 2x MAT BE 2X6. ® ON O "011 4 !!CUED DECURE TO BLOCK THR0004H NON-STRUCTURAL UW2) 3AV TAPGONr 3/r' TAPCON MK 1-1/4' MK S MAMK 612E .N6 B'BIOMIJT INTO BLOCK MK MEAD lH= 300 MK EMBEDMENT I VW) S. CPU WN TWS' OP EACH !ND 4 r' orl MAX SPACING. Vr DRYWALL 2X& ® MECUMS TO BLOCK P.T. NAILER WK2) 3/6' TAPCON6 DOOR CA6m MK !HAW OM J40 MK MEAD &3 MIS MK EM1mMENT 1 V4') WITMN S' CT EACH !MD 1 r' Or- MAX SPACING. 2MD 2X SECURE TO STRUCTURAL MEMBER UbY7 Rtl WITHIN S' OP EACH OID 4 61 TO 6' OL. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SWIM AS NEEDED TO PLUS MY4FACTRE6 DlTAULA JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3' F NOR. &4M AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4.) DOOR JAMB TO BLACK +3 7/16" TrIND011 70 ILIAC[ +3 7/16" MA GO KOUE TO BLOCK UV V4' TAPCON6 fMK SK" On J46 MK HEAD On 300 MK OMBtDh WT I VA') WITMN S' OF EAC:M END 4 r' OC. MAX SPACN& 2X6. = SECURE TO BLOCK WOO) VW TAF'G4N6 MK 6HANK On J46 MK HEAD ORE 300 MN EMBEDMENT 1 V4') WITNN4 W OF EACH ETD 4 W Or. MAX SPACH& 2X6. cm StOR! TO BLOCK WR2)V4' TAPICOMN (MK SMIANf &3 JO MK MEAD 6ME 3" MK CStDM@R 1 V4') WRHN e' OF EACH 00 4 r' OG. MAX OPAGNYi NOTE, STR)CTURAL 2x MOT BE ON OUTODE / SEGUED TN60UMM NON-OTFLCTUTAL 3AW TAPCON MK I-V4' !1'BmMO1T INTO BLOCK ul 6• CM U VJ' DRYWALL 1'X4' ..P.T. P,T. X 4' MK 1L�J' DOOR CASING DOOR JAMS OR WNDOIU ATTACH TO 2X PER MW4FACTRE6 DETAILS. NOTE: SHIM A6 NEEDED TO PLUMB JAMS (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3 3/4' r1111NDOA TO BLACK +3 3/4" a 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesWVouP.Xom AA 5: 0003325 6 Y �1 IL y xQs sulwiv. Re L0T4 ABBOTT PARK LOT #7 BL , #14 PHASE: 4C 4 4 -0714 LI[OD]OIA 4EBB "1828-CALI" GARAas swam: RIGHT PACK: DETAILS 160 MPH EXP. C 10/28/21 SCALD 1/4"=1'-0" I!3mm" % D2 PREPOR M cONTIWL JONT- PLANSE OP CONTPWL ,roNts r AS Wa® TWO TO LATW W f Of— MAX fVERTA Nam, DO NOT PAST9l CONTROL JOINT TO WALL EVEN r STUD E"J* +BEYOND ENCV" 6TAP1.E6 WV MAY WIN 1�C04TMM JOINT TeT. DIJENS SlTALLATION —� FASTENERS TO lE 6PACEO--f • 1' OG MAX mwl& LLY / I' TMKK 3 COAT CEMENT PLASTER Well LAYER •2. PORrra MLDNS PAPER APPROVED METAL LATW PAVENZO W1' f VERTJ = MAX AT SUPPORTS, WIC LAYER 1 Ste= WRAP (COD SMATWM Rep ///O CI!i//�//Azz OR FAV mm LAPIN eWALL lE eaNraalDlle JOINTS IS JOINTS EWlT qmw TI AT EA tE3 D AT EAGW 667E. PER PLLACED AOTM CW&S PACXO 7X4 ELACIC1T PLAT MAX, JOINT H 6' ROOM C40NTMX \ EN CONTIWL JOIMTPALL6 ON AOTE EW FOR LATW TO In MAIL6 ORS i 6TRlCflRAL 6TIC STAPLES N CQTLIANCE 6V ASM CIS.) J. WE@ TIES TO EE fNO. l) /i410' WRE / 3. NLOOKM SHOWN MAY WE IN AODRION/ \ TO WALL STUDS F E WAD PER PLAN O"M" TYPE CONTROL JOINT OL y10Lp NWA10 • n A v OLHOLD — . n.A L CNAla.n.a a. COWAN . PT. C 60"0" owe OL POLO NIMIO . n. A a. CRLAN . Py. a loL6 ® (PAD NIWaD. R.A 1 COWAN. R.a L eRAWI. M.0 4 A" FT. C ONR R. a TLL n. C TCIIGia alma+RA,aa v 0 Rr� WTaa Tally AaAL..OLD. Ca aR on. a COAT CEMENT OVA"A yr 2 COAT ER Am" OLt) (PON" LILY) VICTIM, APPROVED OELD60 WarAL• SHALL EE LAPPED A MNMIM CP H64' 6lL►-ADIIRNR he'BIRII! 6 6' A VERTIG4L LAPIS (ROLL PLAoMm a (CCTTPATE" & Maw q. ENS) A 6' W MOPUZQRAL LAP'8. WRAP MATERIAL) OVER ..: LATW VERTICAL LAP TO lE I' ALL 6e.V'M N!!D TO eE tAPED PLe6IIen m QITeY'. WITH PORTIOM SIEATWNS TAP( .. \ 11 oR Lea PIPE 6O.F-AOIlR616 MW'!RM! / \ PDE•II11ATION PLASkM (C4"ATIMS Wf WCXME I IAAP MATERIAL) OVER 4 .4- .:: FOLAASWINS- OVER APP'ROVW / rn.l LA". MliK EAT„ ;. Wouee WRAP. FLASLadrA to ExTd7 oJTO Pa.a �)C X X X 1 X X x — Cur AND OVERLAP 00 $1De a 6ELP-ADIRRNO MEMBRANE IT METAL LATW PLASI M CI7T AND OV Wl..AP aME SIDE OP �TLp 6I �T�C 6•� 6ELP-A01ERN6 MQ'67RAlE WRN LAYER q I• ralm s COAT CEMENT STEP h STEP "Z PLASNaIS OM LAYER -L 6TUOW WRAP I PLASTER STUC4W WRAP tVTA 7ttt / I WOOD LAYER 9. PORTrOM OUL LMETAL LATI4 AYER 9. R "WE" Ya® LAYER 9, ►OlE"4m* EIUILDNS PAPER aanow PAPER \ EUW.D616 PAPER METAL LATW ST�t.O uaaAYEIR ' 6116' SRUTADIERNS M!'lRAPE PLA6NN6 OVER 4'A4• SELF-AD/ERald PIEPIWP& E PLAAW60 OVER APPROVED WOOD 61411ATWINCL INSTALL PASTIE•Ra6 fCLa•S, �� 'M. 6TI A-6. STAPLES) AS R-A6klEl5 Te EYTE4D ONTO MPe RlWWWD TO 6ecom 4S14' 6ELF-ADFEIl61S M'!I'EIR,AyE PIP!/ WINE TO PRN'INS ILASNINS OVER APPROVED Mom WRAP. r hw uTw R_ASWNS Te a�Taan otro PNPE LY, t• OVA \� ALL LAP J �l—APERJAAP W CONT. MAD OF SEALANT 6GALE, 1 VY.I'-O• INSTALL APPROVED WGVSEWRAP AR WgLTRATION BANNER OVER SLEATWNS ELASTOMERIC COATNS OVER 6T =O/ C.V. FNMN (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL " s11Os SECTION ea.alyaraa.Ti»lW■ tlQgc 614FAtLLNS ncomply. ft..pplca�bnpr� IMOV PLASTER � rSIET�L requnmer[s dASTM C 92618b. = SI.QIII!D TO NWLDNS Ina.uelon d erterior Yory w It— PRAMIM MEMOS PAPER uP shall mmply wdh ASTM C 10Gi19e, THEY SMALL M :6 or ASTM 1757. EIETWM 611PPORM WITH 0O4111-K fill -MO 6TUCG0 A' LY . LAiw WEIR AT INTERVALS NOT ,• LAP . PARE! MOR! THAN fY (776-r MA AS MR A67M C106). ® KICKOUT _ 3A APE PENETRATION DETAIL (FRAME) POR REPAIR OF TEAR. HORIZONTAL LATH N.T.S. DETAIL M Y I LAYERS, 1D MAY /E ~ TA & PAPER DETAIL WMOIM! WIMP TAR MR MANY. 6PEa OR P[[L a 6TWX I pLY) ■ CR ey.I \�\\W, WALL PLAa6a a L cWr NA«6l. tar A. ym »TALL IOCWCIIy ILAaaa AT akNTRI CFO" WALL NNaWaleTlaa WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), In' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOPIWALL SCREED S'XS' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING L (NAIL TO ROOF DECIC, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.s. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x 5TUCCo WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdoo4pWoup-oom AA 5: 0003325 k 4 aysD:v Ali! ABBOTT PARK LOT #7 BLR #14 PHASE: 4C PnCNIWT# 041 .04 -0714 MODm- 4EBB "1828-CALL" GAXA0Z 81FINC : RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES Or NON -MOVABLE FRAME OF TI•E EXHAUST. 6EO14DiCE OF FLAS4IING TO ME, X: L BOTTOM. 1. SIDES. 3. TOP VENT CAP IS TO DE SET N BED _..I•: O° SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. ,X E-Z BEAD ALL AROUND ,.�•: VENT -APPLY 6EALA14T ALL i JOINTS AND INTERSECTIONS r APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON LAN. YW CAULKING • JOINT I ALLI I I PER SECTION Elmallor IaMIIIIp endP MWIaO BACKER ROD I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 92618b. X. 1:. Installation of exterior lalfurq and framing r shall comply with ASTM C 108319a, .X or ASTM 1787. W11118 LAYER 9, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH 00 LAYER 9, FORTIFIBER BUILDING PAPER WOOD SFEATHNG © DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 61, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH X—x—x—x STUCCO WOOD OR 1/16' ZIP WALL 7777777,7,7-, SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD GMEATMN+ FLASHING LAYER q, WIT STUCCO WRAP LAYER 4, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) woos VS, TEXTURED CONOTRICTIGN FINISH • WOOD FASTEN TO WOOD 6TI UICTUTAL SEALANT • MEMBER a V O.C. MAX TOP 4 SIDES 6 _ �Tb' TO 1F' MIIn-Ww L . / I WCEP 6CIaEED GB DRYER VENT (,BLOCK)" lk I I— BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' 6ELF ADHESIVE— FLA614M (INSTALL PER MANUR SPECS.) BUILDNS PAPER UNDER 'QUICK FLASH' ��T PENETRATION SCALE: N.T.B. ELEC. METE! VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED NOUSEWRAP FOR BOX INSTALLATION WRB LAYER'.), STUCCO WRAP WOOD SHEATHIP STEP #1 ADFESWE FLASHN3, GLEAN MASONRI' BL"OIR APPLYING V I -How a rl"G [T HORIZONTAL WEEP SCREED {FRAME TO BLOCK) 6' WRB LAYER 01, STUCCO WRAP GUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP #2 APPROVED WOUSBELOW WRE. LAYER 'I, ELEC. METER FIELD STUCCO WRAP VERIFY LOCATION CUT SUCH THAT NO MEMBRANE 9 APPLY 60 MIN GRADE'D'FELT ® 6EMBIRA� PLA MEMBRANEPLABHING ENTERS BOX, _ OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLABHI PROOVED PRIOR TO INSTALLING ELEC. .:.:.:.:.:.:.:.:.:.:.:.:.:... HOUBEWRAP METER U. LAYER'7, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED STEP *3 WITH RIGID POLYMERIC STEP *4 ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC BASE SEALANT AT POINT COATING OVER G.V. FINISH THATSTUCCO/ ELEC. WIRE PENETRATES (SEE TYPICAL WALL APPLY E-2 BEAD SECTION) OVER 60 MIN GRADED' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS :• ......'" :: PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION 5TEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 4074748078 FAX: 407.7744078 www.abdoe4pWoup.com AA 0: 0003325 MEN F PARK LK #14 E:4C rno04118 4C-07141 MODZIA 4EBB "1828-CALL" GA1111AGM s WINCk RIGHT PAGIM WALL ASSEMBLY DETAILS 160 MPH EXP. C A'MUM-K 10/28/21 OCALIB 1/4"=1'-0" es ow WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACING • 1' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 3 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 40T-7748078 FAX: 407-774-4078 W Abdes4pgroupxom AA 0: 0003325 amja a sumiv. as Lot! ll ABBOTT PARK LOT #7 BLK #14 PHASE: 4C PnoisCT* 04 .04C-07 4 MOD=- 4EBB "1828-CALL" GARAGM BVIINM RIGHT PAG& WALL ASSEMBLY DETAILS 160 MPH EXP. C Aar A. AeOUCHA n AR NO WM DA10/26/21 BCA%M 1/4"=1'-0' SST WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 01 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — MOOD OWBA.TNING—� aEATwm P"STNE RAlcOiIER MEATIER off"TNE--- YW�Ilvl.4L bomb PLAeNN9���M STAMM STRIP / DNS 1,1leleTlVE lysslerlve �DIERNs oEe��Eri Dco TRM PEPm7RGmw - !AQ / / Y.' x W KLLATED I ? GIOOD TRR1 rEFaiEw OAL � 8EALANT Asm SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION W= &EATMMb MEATIER REe1STNE SAMPAR -1 LLlATLlR I�eMTNE , i \ \ eAAaeER a IRD T XaTDN6 IERN3 I ISATeN , FLAOMNSBOA Re1D I EFATNM WAM&TIVE FLAANNA \ I 6NRER4 / \� \� MM67NE eTAR1ER STRIP R SAMMan I \\ y eaLr ADIERN3 .. rLAewln R —' a.ALw PETAL oALw PETAL LA604 Z' ILA64NM - WARDS TRM PER ELEVATKN / MARDE TRH PER I ELEVATION \ ` AL LEAP UCAILKN3 \\ / OR APPIaOVED eEALANf SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 www.abtlssigngroup.com AA C 0003325 8 k IL 4 su=xv. It x1om ABBOTT PARK LOT #7 BLK #14 PHASE:4C P1•oamQT/ 4 81. 4 -07 4 MODZ . 4EBB "1828-CALM" OARAam OVMC : RIGHT PAsm: WALL ASSEMBLY DETAILS 160 MPH EXP. C 17 LWUX r-, D � 10/26/21 WCAIM 1/4'=1•-0" olvow WA4 5»NLi Sw, VNwI LD rvLLI CL ED VENBETAKEN NKEEP IF THE VENT RN FILALY P'. @' AND 1P ALKYED VENT PIPE IS SEALED If UTIII£D NAL N R/GE SHgYN W !'GALVAN® NA- AT EAC—R ROGfNGCENEM SHOGA.D M AGPUED TOIILSH— ED ES NEAR THE NEOPRENE BOOT N ieeeeeurL C EA EDGE AND MMND THE ENTNE PERIMETER AS CUTOUTTHEGOO@ENECKVEMQ£-IDNTHEROCF REC[y-NDED INSEVEREN£ATHEAWASTAL 5HEATHNDSOETHECPENNIDRIACCORDAN—IITHTHE LOI3TRUCfDN 2D1E5 CHART SHDAN N THE EVENT AYECHANDAL VENT FAN e - ILSED,bQETHEVENTCPEN—NIGWRDANCE— - -r VENT FANMuuF—I.Fees APINL caNrcera+ T �i��e.: .; j• -.,. _ _ TDT O —ES 0 RAFTERS NHEN CUTTING THE WTHE I `• REIk0VE NTERFEA NG SH NGLE NALS ARCUfD THE ` PERIMETER OF THE OPENING SOTHATTHENAL F—E OFT HEVENTIAYS—TTOTHEI—F9EATHNG.SLUE TlHE —Al— CEMENT GP AND SIDE FLANGES OF THE VENT LP AND I.— DIEDAR(UND BABE GP SHINOGES—THEBOTTOMVENTNAIGESTOGAYGN IrvI o PPE ANOOVERFLANUE THE TOP aF THE SHNOGES ROOF HOOD VENT DETAIL RTOLNLT — 7LD•IP lO[ ILAP INOIR) L W.A. FOLD No1MBPSAP- NATJAIS /9" KID" OLL Ro. TO EX "ItIm STEP 2 AT NXT&V MPLAO MN w�ea' H.ASIIPIS DD NDT SEAL Norton PIN �Mvvawlvo ALIEN IL4&I4M W W. IDW OP a" Ro. 10�y PASTE/ PAII M EDam (GM NAY, STAFLM NSTALL DLPONT P D&~"h PL A "Wb AT TM HOLD NOIMOPSAP DON E TAP. DIASONAL M E ACPIOW WEAD OP EICpY PLUMBING VENT DETAILS SCALE, NW — PMTALL V aDt ADIENVI - MACOM FLO.MiLl.LA8NND MATE MA1 VIEW DRP CAP JOINT ermolEcTo-~ SR-Twy - SOW) STEP 8 "`� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS ]@'WIDE HVALE SOP OR HEAAVERVER FELT UNDERLAYLEIR ASPHALT 1 ND —E CENEM 60f CENfEiN1E RA FASTNERSN ENO 6 SHFY3F MEND ENO 6HN[iE A (EAST IZBEYWD VAl1EYCENT.— •LUPPFDOFF CORKER AT o DEGREE ROOF VALLEY DETAIL APPLY ON WW (O EaIAL) SEALANT 1 1*1DOL " JOINT PLUD APPLIED PLASIMM (LAMCO WNTE-em =-M an EOlALL SLOPE SILL TO E. mo L R I THE COWACTOtl 11COMWOLTT TO V00-Y TIE CZI PATRNLRY OF ALL P41DMZTO NM ACI HOME~ SEALANTS ) &NUTADIEML'I P Awan MATERIALS LOW Dula C0070L1CTIQl 7. WMALL ALL MATERIALS PER MANPACTtN PN BRRTIN IFIRUP 'll" WMNk BEA "o MAT FACT ADWW-LY P NOT ATN" EAJJ AND SEAL JAM TO SILL JONTS UXTN W SA POLLOWINCa COMPLETION OF OR RETROPIT WORK REPAIR SCAEME SNOAN SFIALL of l7PLEMEN7E0 AT ALL WNDOWS WITW EVIDENCE OP PLATER INTRINON EELOW TFE WINDOW OPENMG NTERIOR PERhETER OF UISDO18 WTM SEALANT L R b T+E CLNTAGTOI! 1lSPO/IELLTY TO vawr( TIE C4FPATIOILTTY O ALL PROCUM bICLUO 9 SEAL ANTS . SELP-A IM00 PLASOU MATERIAL& USED DLRNS OOT IFTImc I x J. PLAAWM AT EXTERFOR IUIDOM AND DOOR OM006 SNALL WE 64TALLID N ACCIMWANCE LnU MMIPAOTAR'S SMTALLATION 611571SICTIONS AND APPNOVED MITNOD 0 OF PSIC R'WAA V N ACCORDANCE Lrn4 q/EST141TM T1garAOTUlRM SETALLATION AND F ASNPal NS7RlCTIOIr WS�TEbt SN AL.ANTS MAY RTLACT ADVEI AELT P NOT CQt V62L WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407.774.6078 FAX: 407.774407E w .abdeslgngloup.Dom AA a: 0003325 k 6 sysnn►. zJoai ABBOTT PARK TAT #7 BL, #14 PHASE:4C PnOSWT# 4 4 -0714 MOD=- 4EBB "1828-CALL" GARAGs sward: RIGHT PAGI: WALL ASSEMBLY DETAILS 160 MPH EXP. C OCT D 'M 10/28/21 saAIM 1/4-=1'-0' 8323= WA5 2x6 SUB-BANb WA'x4' NOTCH • END, WRAPPED IN PEEL t STICK DRIP EDGE 1/8' TEXTURED FINISH • WOOD 1/2' TEXTURED FINISH • GMU METAL FASCIA WRAP 1� I\ I\ I\ I \ I \ 2X6 eue METAL FASCIA \\ WRAP xs' FROM \ STUCCO, I' FROM \ \ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \ \\\ NOTE: NOTCH FOR 2X(o \� SUB BAND ONLY \ T/E' TEXUAED FNIEN • Lom, In' TEXTURED (MIEN • cm _T METAL LATH WOOD 84EATWING OR CPU WRB LAYER'(, BTUCCO WRAP (FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDNG PAPER (FRAM ONLY) ROOFING CEMENT © PLAN 8 —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) \ I I7/8' TEXTURED FINISH • \\�\ /WOOD, 1/2' TEXTURED FINISH • CMU 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL A STICK DRIP EDGE METAL KICK OUT SUB BAND DETAIL ® WALL FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x x %-... . x x x x x x x x x x �S(a II I xxxxxx x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT • 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 WALL KICK -OUT FLASHING WALL LINE t0 AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x ' ..,... -, ; .. 2'x4'x4'_ 0' x xxx xxxx x x , ; = , ,-' RIP D EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W112LI NAILS b'-S' x x x x x ONLY FOR WALL OFF O.G. MAX. x SET OF COMPONENTS) 2x SUB -BAND WA'x4' NOTCH • END METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE SUB-BAND METAL FASCIA WRAP W/U4'x4' NOTCH • PL AN A END, WRAPPED IN PEEL 4 STICK ® DRIP EDGE EXTERIOR WALL *ROOF CEMENT • (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK- OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abEe&WWoup.wm AA R: 0003325 Mitt 64 ks IL o mm sunDIv. a I+OT. ABBOTT PARK LOT #7 BLK #14 PHASE:4C PIlOJZSQT#F 4 .04C-0714 MOD=- 4EBB "1828-CALL" GARAOX IIIDiOs RIGHT PAGIM WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 2 DA 10/26/21 OCAIM 1/4'==l''-o" allEw YY AV 28'-0' 9'-8' T-2" 36'-2' 3'-8" °P T� OP OF SLAB • — —FM-12X72 1 — — — 1 — — — FM-12X18— — — — i 00 I 1 i I' r 4' CONC. a ¢ SLAB (L 4-3 1IT LFl-24X24 3'-10' 1, 0" 8'.2' I 1 FM-12X18 XTEND SLAB 11/2" 4' PVC 1A CHASE i� i/ +0,-0— /I / / i I TOP OF / I • SLAB i/ i/ / i/ / I/ I N Il I� /I I Ij I /I /I • I // I 1 to 6f 1 1. b TE 1 I 2'1 17'-8" I ' I I a I m I I 1A ( vOJ LL I i-EXTEND SIM. I r I --- SLAB 111T 1A 2 CONC. M-12X18 0 .1 14' SLAB a A I 3 1/2' N S 1?SIM. 5 1 3, �ol . A�jF;_, �;71/71 1A1. L FM-12X78 1 41�MC-12X18 FM-12X18 FMC-12X78 4 4 1. 3'-10" 10'-2" 2'-8' 18'-0" 2'-8' 21'-4' 14'-T 4'4' 39'-0" aav z O n FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-01-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHER WISE. 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 LAM AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE IQ" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES VATH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13NDICATES e5 BAR, INDICATES M8 BAR, INDICATES Y7 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 (M5 30', a6.36-), 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWSE 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 TINS 402/802-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WTH TMS 402A02-18, USING: Fm = 2,000 PSI, TYPE "M" OR'S' MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR VVWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Ah EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6.6 W1.4XWIA OVER GENERAL 3 117 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O F. SHORT LONG TE-1 8' SEE PLAN 1(r - (2)e5's . {}• FM-12z12 12' CONTINUOUS 12" - (2)e5's .O•-O• FM-12118 17 CONTINUOUS 18' (2)*Vs FMC-1208 17 CONTINUOUS 18" - (2)Oft - VARIES F-24x24 24" 24" 12" (2) *5's (2) 05's FOUNDATION PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 W Ww.abdeslgngroup.wm L AA M: 0003325 A b b 9 a O svaa:v. 4e L0T1 ABBOTT PARK LOT #7 BLK #14 PHASE:4C P130JwT# 48.04 - 741 �D 4EBB "1828-CALL" GA1CAGs swam RIGHT PAGIM FOUNDATION PLAN 160 MPH EXP. C PMAW A ABOUCHACRA L AA NO 93723 J 10/26/21 r D 1/4'=1'-0" IDATIM s1 30" MIN. EACH WAY MONOLITHIC FOOTING .ar S STEEL REINFORCING W GROUTED Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND .-• i •-. SPACING REQUIREMENTS << S SPACING REQUIREMENTS v 'r.(..L•,,�..'r� 1 GARAGE DOOR u �a le. FM ]� RECESS b � 8' CMU WALL B" CMU WALL fI • CORNER BARE, SAME SIZE AS LARGER BAR I • IN FOUNDATION WITH 30" LEG EACH I" w e. 6 i .- 0 ' T • WAY AT ALL CHANGES IN DIRECTIONS •PI w TOP OF SLAB TOP OF SLAB I . SO THAT THE STEEL REINF. IS CONTINUOUS • • �I MATCH AMOUNT OF CONTINUOUS BARS •I. CURB FOR •••� EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA a" CHAMFER (1STORV) 93 18' _ V • SEE SLAB SCHEDULE TOP OF GARAGE EXT.PORCH SLAB i . { •. 'ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �:p AT ELEV'. W/12"ISOIATION 6" CHAMFER (2-STORY) 4"CHAMFER 1STORY W/ 1/7' 'ISOLATION I ( ) 8" CHAMFER(2STORY)• 0'-0' JOINT (NMERE •'A APPLICABLE) •4 24" SEE SCHEDULE •5 3P l• JOINT(WHERE -. • i a SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE #6 36, APPLICABLE) _ FOR W,D, BAR SIZE f DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST h AND BAR QUANTITY AND BAR QUANRIY rr NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO •7 47 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 sCALE:yb'=1'_0" CORNER BARS DETAIL DOOR OPENING scALE'a4=1'-a GARAGE 3 4 SCALE: 3/C=1'-O' SCALE: 3/4"=1'-0" (1) •5 REBAR VERTICALLY W/ CONC. POURED CELL Co. B" CMU LAP TOP PLATE A MIN. OF 48' IL L W/ g 04 REBAR 024" O.C. @ CENTER OF NAILS, 21 ROWS, 4" O'C BTTM VERIFY HEIGHT SLAB LAP TO OCCUR OVER STUD OF WALL Wtl PLAN 21 D 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING • O �.� I I WALL W/ SYP I� 22 CAPPED GALVANIZED PIPE NEW REINF. BAR SECURED W/2-PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB Vp SPACING. SINGLE STM. PLATE SECURE W/FLANGE BASE I EPDXY. MIN. EMBED VJEDGEAETOSLAB TO BE PT. PROVIDE DBL. TOP n SET IN HIGH STRENGTH PLATE - •:_A 11 S EPDXY 5-1/2" EMBED MIN 16'OC 4 b FWASHER LO FOLLOW ALL MANE. SIMPSON SPH4 OR SPHB MAX h I• 4- CONIC., REINF. W/ SPECIFICATIONS FqR $ I BTM AND n '_ NIS" #10 WWM ON USE AND ANCHORS WP10dx l 12" -MIL POLY ETHYLENE LE SECURE FLANGE TO g PREPARATION OF =J 4 4" COMMON NAILS FILL ALL w VAPOR BARRIER SLAB W/ 4 1/4" X 2 1/4" () HOLE. MOLES, DO NOT USE 10d x _ • �� 1'd WELL -COMPACTED -•- TAPCONS a x SEE SLAB SCHEDULE '� CLEAN FILL TERMITE < TREATMENT SHALL BE m• ° S BORA-CARE oa 1 P' TOP OF SLAB • (2) CONT. 94 REBAR 4" CHAMFER (1STORY) • 8" CHAMFER (25TORY)(2) •5 RESAR CN CHAIRS12"MIN. =A.. 2,000 PSF VIRGIN SOILOR95% DEPTH INTO COMPACTED SOL VIRGIN OR ENGINEERED SOIL ZESLAB HEIGHT LESS THAN 3'$ PER PIAH ADDING BAR TO 7 Y EXTERIOR MONO DEEP SCALE 34"=1'-0 MONOLITHIC FOUNDATION ,INTERIOR CURB FOUNDATION WOOD WALL 6 SCP'LE.y4-'-� UPLIFT) FOOTING W/ BLOCK WALL SCALE:3/4"=1'-P Q 1' (W/ SCALE: Y4"=1'-P LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON]! AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' QC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O'C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL VW PLAN SPACING REQUIREMENTS 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE >! << E BTM. PLATE TO BE PT. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL Q SLAB W/10o MASONRY 12" O/C STAGGERED. O NAIL 12" O/C STAGGERED. ADDITIONAL METAL p n ADDITIONAL METAL CONNECTORS NOT 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN O UPLIFT IS PRESENT. z '-ry ; POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. 'gip �. 8" CMU FILLED CELL(7YP.) TOP OF SLAB SLAB SCHEDULE SEE SLAB SCHEDULE I•. 2X WALL FRAMING SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5' - -0' ♦ MINIMUM EMBEDMENT INTO TOP OF SLOB.; [SEE TOP OF SLAB - e• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND "e b• CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX 4 �_ •e,- • POURED MONOLITHICALLY WITH • •_e. -� e' - FOUNDATION AND SLAB SEE SCHEDULE 4• S SEE SCHEDULE FOR W,D, BAR SIZE FOR W,D. BAR SIZE AND BAR QUANTITY AND BAR Q UANTT' EQ. EQ. b FOR MD, B D, MBAR SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO AND BAR QLMxrrn INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 9 10 BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL 8 scAE y<'=1'_a (NO UPLIFT) scALE'3°""`" 11 SCALE:34'=1'-O' scALE ab'=r-o' (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 ww W.mbdm up.com L AA N: 0003325 `4 S xIL A m ��p$• 'Qgg O � i evaDiv. as La ABBOTT PARK LOT #7 BLK #14 PHASE:4C rn0j CT* 4181. 4C-07 41 1[ODSI t 4EBB "1828—CAlf GARA02 swam: RIGHT PAOM DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4' = T-0' �S N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdookpgroup.com AA N: 0003325 o Y 6L3 aysn:v. a. LOT, ABBOTT PARK LOT #7 BLK #14 PHASE: 4C 1pqwjwT# 4 81.04 — 7 4 MODEM, 4EBB "1828—CALI" GAMAGN BVIDNI: RIGHT PACM DOWEL PLAN 160 MPH EXP. C 1% rpRINT DATM 1o/ze/z1 8CA1M 1/4'=1'-0" 8rzzwr S1.2 TIE VERTICAL REBAR TO HORIZON7AL REBAR TCAL OOK GROUTED BOND BEAM / 1 J, VARIES PER ELEV. a s e. , CLEAN OUT REWIRED FOR INSPECTION Ix 0'-0' FIN. FIR. TIE ERTICALREBAR TO HORIZONTAL REBAR W/ 10• HOOK —` BAR SIZE 148 BAR DIA 03 1 g' R a %4 24" %5 3P W HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4"=1'-0' E%T. PORCH SLAB W/ 1/2" ISOLATION JOINT(WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < SPACING REQUIREMENTS o� V C w 8" CMU WALL TOP OF SLAB T SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) 8" CHAMFER (2STORY) %3 18" h • %4 24" MATCH STEEL %5 30" NREINFORCEMENT fr PER SCHEDULE � SEE SCHEDULE R SIZE MR SIZE FoRAND AND BAR Q BARQ PVC CHASE (Dj�H� IG REINFORCEMENT PER SCHEDULE %5 BARS F MA ra ra F 4 CMU UNIT DIMENSIONS b ARE NOMINAL SIZES O%ki1 MASONRY SYMBOLS 1441 N. RONALD REALM LVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX 407-774.4078 www.abdaalgn8roup. m M +►: 0003325 d -Ric i O ABBOTT PARK IAT #7 BLR #14 PHASE:4C PRoamTo 04 .04 -07 41 moaaz. 4EBB "1828-CALL" GARAGE awnzM RIGHT PAOI4: DETAILS %160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA15 VW (9)10d x 11,7 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/T 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4- NOMINAL BEARING (4'7. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEWAND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATEO FASTENER, ZF 72 P8S35, .177' ' x 2 7/8' LONG, VNTH WASHER a 18' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 ( c SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)45 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES s,---------- -----------7�����— — — — — —������� 8F16 MIN -1TM-1 17'-4 BTM. OF LINTEL ® T-0' ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4' • V-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 Www.abdes4p*mup.com AA 8: 0003325 G � #p JL m o m S p0 6 BUDDIR a. LOT: ABBOTT PARK LOT #7 BLK #14 PHASE: 4C rAomacT/ 4 .04C-07141 MODIIIt 4EBB "1828—CALM" GARAGs STFINM RIGHT PAGIM LIFT BEAM PLAN AND NOTES 160 MPH EXP. C a5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR VW 10' HOOK — aa� CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-P PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP S 6 �-1 a5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 95 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1e5 TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 8N16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE VATH A LINTEL THE BOTTOM BOND BEAM !'. i 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 1a� THE TOP THE LINTEL 8. LINO MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. xf' F=FILLED YW GROUT U =UNFILLED "OVII Y OF t5'S, IN 2ND BOND WIDTH F;l OF COURSE 16-1 T/1B epi NOMINAL ­L�-' S HEIGHT K OF 415'S, TOP HIS ENGINEERS INTENT BOND BEAM COURSE XFXX-1T/1 MODS INDICATES A DOUBLE BONO BEAM #OF Y5'S, BOTTOM FXX-1TOMrOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL HIS ENGINEER'S INTENT UXX -1TH WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED L UXX-1TMMOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •3 1M" a. H WINDOW SILL SLOPE IT IS T THAT AND X IT IS T AND X LINTE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE 11/2'=1'-0' 8x16 DBL. BOND TOP OF BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM W/(1)#5 BAR .y: BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8z8 PRE -CAST CONCRETE LINTEL W/ (1) NS BAR 1.,LENGTH OF BAR = WIDTH -1 F MASONRY OPENING - BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE SCALE: 3/1"=1'-P LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Me OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1 /4") 8" FROM EACH END AND 1B" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3118 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2xe (MIN 2 X 3) 2-3/16 il TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4•) 8' FROM EACH END AND SECURE TO SHEATHING VW 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4' • 1'-0' SINGLE N5 CORNER ___jZ7jV BAR, 30x30 TURNED I" OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE M5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND, BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 ' w-abdeslgI%mup.com AA d: 0003325 g V O avaniv. a. LOai ABBOTT PARK LOT #7 BLK #14 PHASE:4C PROJECT# 041 .04C-0714 MODEMA 4EBB "1828-CALL" GA>RAas awnlrO: RIGHT PAOft DETAILS 160 MPH EXP. C Z A 10/26/21 acAlm 1/4"=1'-0" a tow S2.IA "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BUB 84-08 161 1 IT 1T it TYPE LENGTH 8/8 PLAIN 8/8SOLID TYPE LENGTH &&IT SM61T SM-IT MAT dZ61T 619x-1r WID arm rrn rn1 rm9 1T11 86.2T a1IW 6120ZT 624.0 a02W 8132,2i 3'43' PRECAST 1438 652 3114 4217 5321 6436 7531 3�' PRECAST 889 1024 3 8- PRECAST low 304 4304 5293 6132 7001 24e6 6113 e,e5 7m Bost 10000 tees 3524 4394 5T63 6132 7001 4'4)' PRECAST 1085 700 2305 3125 3946 4705 5667 4'4T PRECAST 514 mV4T PRECAST 1303 30M 3815 4670 5325 OM tg61 6113 7192 004 70V 8751 1383 30e0 SO% 4670 6326 8079 4'4' PRECAST 819 633 1770 2400 3033 30M 4300 4'4P PRECAST 398 591 f4P PRECAST 1207 2682 3V5 4043 4711 6379 1a75 5743 7547 9762 W41 7685 12DT 2707 3375 4043 4711 5379 64• PRECAST 931 1247 1999 25M 3123 3m 4240 5'4• PRECAST 411 411 174' PRECAST 1016 1808 2374 2044 3613 4084 1310 448D 7196 7342 67s0 am tote 2278 28M 3399 3961 4084 5-10' PRECAST 817 1024 1031 20M 2640 30M 341D SAW PRECAST 340 S99 5'-10' PRECAST 909 1400 1971 2443 2915 3387 11a1 303 58T7 a038 0648 6776 929 2080 2593 3107 3820 4133 8 4P PRECAST 1130 3227 3031 am 4863 6o61 �� PRECAST 410 721 8'41' PRECAST m 1201 15" INS 2332 2700 1139 3227 4598 70% toom eez s e35 18a8 23x9 2790 3251 3712 T4P PRECAST 670 m24M 2205 2098 3191 3006 T4i' PRECAST 303 534 T43' PRECAST 716 90o ttat 14M 1743 205 93a 208 34M 4864 70V 84n m 1624 2a96 2429 2827 322B 9'4' PRECAST 428 03 ISM 2204 2481 2918 2621 9,4- PRECAST 192 384 9'4' PRECAST 454 bob m 948 1120 1310 639 1674 2298 3061 4000 4M 572 1318 1643 IM 2164 2519 10'4P PRECAST 388 497 1347 1797 1904 2183 2028 104i PRECAST 161 301 10'4O' PRECAST 366 486 612 765 m 1042 660 1407 1807 2781 3222 3764 504 11s0 1472 1703 1710 19a9 1114' PRECAST 330 Su M2 1742 2262 2885 3830 11'41, PRECAST 132 417 1114' PRECAST 430 400 m 80 7n an 644 1312 1742 2262 2eee 36M 406 1042 1372 1643 1470 1710 IZ-V PRECAST 308 507 1210 1594{ 2D48 M 3191 124T PRECAST 111 370 12'4Y PRECAST 383 306 476 567 m m 507 1210 ism 200 2586 3171 440 940 1300 law 1314 1476 19'4' PRECAST 270 433 1045 1386 1732 2167 2636 13'4' PRECAST 82 298 13'4' PRECAST 308 303 393 484 US 645 414 1045 1386 1732 2316 2806 300 m 1057 1312 1971 1203 1414T PRECAST 254 3BB m 1272 1e08 I= 2279 14'47' PRECAST 71 293 14'4Y PRECAST 270 278 380 443 526 we 39D 97e 1272 1806 1g60 2380 378 717 991 1192 975 1133 14'-r PRESTRESSED N.R. NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'4P PRESTRESSED 239 422 805 45 46e 1079 1429 82 1824 2277 2712 246 683 m g60 2 1237 47 1474 71 1715 15'4• PRESTRESSED N.R. NR NR NR NR 184' PRESTRESSED N.R 252 1S4' PRESTRESSED 230 387 793 41 412 1014 13W 70 1703 2118 2613 230 616 90e on 14 1134 36 1363 1672 1T4• PRESTRESSED N.R.30D NR NR NR NR NR NR 1T4' PRESTRESSED N. 183 1T4• PRESTRESSED 1V 328 305 461 5V sea an 1121 1413 1730 2047 1027 500 nD SM 1135 1312 194' PRESTRESSED N.R. NR NR NR NR NR NR 194' PRESTRESSED N.R. 148 194' PRESTRESSED 102 28a 348 43D 513 595 236 736 958 12M 11e7 ma Ise 429 023 803 950 109e 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'4• PRESTRESSED N.R. 125 21'4• PRESTRESSED 142 219 306 381 454 527 I80 59B 03 1036 1168 140B 142 373 $37 ego 816 943 22'-0' PRESTRESSED N.R NR NR NR NR NR NR 22'4Y PRESTRESSED N.R. 116 22'4Y IV 229 200 360 428 407 166 660 784 992 1203 1381 137 368 SO egg 779 goo 24'4Y PRESTRESSED N.R NR NR NR NR NR NR 24'4T PRESTRESSED N.R 91 24'41' PRESTRESSED 124 174 20 3M m 418 129 450 864 e24 1014 1147 124 319 466 Set 887 Igo - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES'BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdes*Woupxom AA A: 0003325 8 b � t aUZDrV. M Ir01: ABBOTT PARK LOT #7 BLK #14 PHASE: 4C P7ROJnC r# 0418 .04 —07141 MODM- 4EBB "1828—CALI" 0ARA0s EYFEWM RIGHT PAGIM SAFE LOAD TABLES 160 MPH EXP. C AR NO 93M J DAR 10/28/21 SCAXJk 1/4'=1'-0" MIME w S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10d x 1 12' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 12' 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 (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 P81338, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2xe BTM, CHORD (MIN) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTICACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 9 0 O b z m 00 U 9 1� CJ1 CJ3 CJ5 2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE N / NAILED TO ADJACENT TRUSSES W (2) 16d COMMON / NAILS 6 SECURE TO SM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL U U U _ n n I II I II n 1C 3.1 1 n x n n If n tl II N H H II N ATTACH 4'-0' LONG 2x SCAB TO TRUSS W/ 10d NAILS Q S' O.C. (4" FROM EA. END) 11 x 11 0 II u I I I I I x x x x x as A14G yy =dR a aaa# I a a e� z a aX aaam s_ saw I I e as s saae s a : att>�1 la I Al —a z�ssssa:�azm — aaaax�aa II1f1 A aaa�a=s _ AB Iljj aa�zgsakasas I saasa I I aa=Fzs®aaaos�a:css�4 I I aaaaasss ==:warn _a� a aaaa�aaz�:aaas=s:=_2 I I I I I I I I I I I I asaos �aaa �aa=a �aaaacs �s�sa�asa>=a�zzaaaa —='ham----t---\-� i• - ---- -�- --- j I Ii I I 22"x54" IJ I ACCESS I I o I I I I I 1 — -�•— • 1A .�. a x a a� 3.1 s aa:x a� _ — — = 1A aayc s ssas= a ax— a a aY aaa� I I 3.1 I 1 C1 / _ \ 6 m C2GE EJ2 s u s i i _ s B2GE W FRAMING PLAN SCALE: 1/4' = V-0' Pr CJ1 CJ3 c CJ5 1A 3.1 W� lA 3.1 I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdeslgngroup.c AA R: 0003325 8 rIL BxT=IV. al Lrom ABBOTT PARK LICIT #7 BLK. #14 PHASE: 4C PIIOJaCT# 4 .04 -07 41 mozw, "1828-CALL" owl�Aoa ewn�m RIGHT PAGIM FRAMING PLAN 160 MPH EXP. C DAM 10/28/21 8CALM 1/4"=1'-0" elsaaT S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) IOd x 1 } NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 18d x 1 } NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOW N WITH (18) 10d x 3 ? NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 18d x 3 + NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W (3) 16d GALV. COMMON NAILS. lx2 SECURED W 10d GALV. COMMON NAILS 12 O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP •2 2' x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LSS, LT70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LES (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b �� GIRDER CONNECTOR(S) SCALE 34-1 3/4' T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 10 HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA18 TRUSS ANCHOR WITH (9) 10d x 1 Ni" NAILS TO GIRDER. PROVIDES MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1x2, 2. WOOD FASCIA -' SEE ARCHITECTURAL 2x SECURED W (3) 18d GALV. COMMON NAILS. lx2 SECURED W 10d MASONRY BOND GALV. COMMON NAILS BEAM 17 O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP*Y22'x4", 8", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROM. 3' O/C TO FACILITATE CNE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. .A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOAN WITH (4) n x 5"TITEN HD TO CMU AND (12) SDS t x 2 } TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WTH (2) } x 5" TITEN HD TO CMU AND (18) SDS t x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2)ex5"TITENHDTOCMUAND(18)SDS }"x3' SCREWS TO GIRDER (EACH TIEDOA N) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) - - 2c TYPICAL ROOF GIRDER CONNECTOR(S) SCALE 3a"" IR 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREDLINTEL 4 1900 UPLIFT (2) SIMPSCN HTSM20 INSTALLED CN OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 114' x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 7 APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE'. 3/4"=1'-6' (2) 2X4 No.2 SYP DIAG. — 20 GAUGE BRACE W/ (3) 12d Q EA 112 HDG NAILS TRUSS (DIAG. BRACE TO H END. TOTAL OF 10 COVER 5 TRUSSES) 0'-0" TO 30'-0- (1) "X" BRACE FLOOR 30'-l" TO 60'-0 (3)-r BRACE GIRDER MAx Ovnx4) (1) "X" BRACE ®CENTER OR 1UL- MA w2m) (2) "X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2. WOOD FASCIA lx4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD PRE-ENG GABLE TRUSS PLANFO SEE PLAN FOR LOCATION 4 �S� MAY NOT BE STIFFBACK (AS PER n C REQUIRED TRUSS ENG) 518"A.8. WITH F�—BTM. CHORDOF :MBEDMENT Tr n WOOD ROOF TRUSSES TO SLAB 8 (18) 18d x 2x4 OR 2x6 WOOD BEARING 2-112" NAILS TO POST. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING SINGLE ON SLAB BTM. PLATE TO SE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. PROVIDE BLOCKING 4� ADDITIONAL METAL 12" GYP. WL. BD. • CONNECTORSNOTa<. e REQUIRED WHEN NO 8 '� �' ° UPLIFT IS PRESENT. GIRDER/WOOD POST CONNECTIONS S 4 SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. SCALE'.-11'=l'-0" (NO UPLIFT) OUTER 1G OF SPAN ONLY BTM - PLATE DEPTH 114'0 —HOLE EDGE>&T —HOLE DIAMETER < 2/5'D SGL. STUD III HOLE EDGE>W 01 HOLE DIAMETER < 3/5'0 DBL. STUD lx4 BTM. CHORD BRACINGIT-0"O/C END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 10'4" O/C MAXSECURED W (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP BTM. CHORD BRACING 6 scALE: ya"=r-a SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W 12" DIA ANCHOR BOLT W 7 WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32 OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W 121s 6' O.C. MAX CONT. 2x4 SECURED W (2) 10d's Q EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE 3/4"=,'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. J. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdeslgngroup.com AA M: 0003325 V IL sx saiv al LOP ABBOTT PARK IAT #7 BLK #14 PHASE: 4C 1pn0j CT/ 4 4C-07 41 acoa�s 4EBB "1828-CALI" 0AVLA0Z swalo>< RIGHT PAOM DETAILS 160 MPH EXP. C T12r A Dw10/28/21 ALTERNATE MATERIALS STUD NOTCHING sCAIM 1/4"=1'-O"scALE ya"=1'-0 AND BORING LIMITS 1 1 astmr S 3.1 A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12o Q EA 1'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAL BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) -X" BRACE 30'-1" TO 60'-0ACE DI ID BRACE \ (1)"X"BRACE QCENTER PRE-ENG GABLE TRUSS (1)"X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10' MICfi (AS PER TRUSS ENG) PLYWOOD SHEATHING, 'ROOF/WALLA-LOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONN DETAIL FOR STRAPPING 1x2 2x WOOD FASCIAONNECTION 4k! PER SEE ARCHITECTURALTRUSS MFG. 2x SECURED VW (3) 18EED WOOD GALV. COMMON NAILS.Q 24- Or, W SECURED Wtl 10CHOP DRAWINGS GALV. COMMON NAJLSW CONT. 2x4 RAT RUN 12' O!COVAL SECURED W/ (2)12?s Q MASONRY BOND BEAMEACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE 3/4-=1`°' VTCR SPACING (1)AT EA( AND 6'-0" O. PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-T O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2xS PT. PLATE TO BIK W/ 1/2" DIA. ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. T MAX SECURE GG ABLBL E T02xe PT PLATE W/ 12o's S' O.C. MAX TRUSS (TYP) Q 24-O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED WI (2) 10o's Q EACH TRUSS TO BE INSTALLED Q 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,5078 FAX: 407-774-4078 w .ebclm4p B oupxom AA R: 0003325 Ia d A I F as LoT PARK BLK #14 E: 4C * 04181.04C-07 4 MODE a 4EBB "1828-CALM" OARAaa 81FUNk RIGHT PAOI DETAILS 160 MPH EXP. C DATM 10/26/21 SCALM 1/4"=1'-0" 0323 T S3.1B IF RODE i�-i ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 • 52.70 IF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e • 60.60 PSF (70.50) ZONE 3e • 69.80 IF (79.80) ZONE 2n • 69.80 IF(79.80) ZONE 3r • 83.80 IF (93.80) ZONE 2r • 69.50 PSF (79.80) W- 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY 'C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT:+I-GAB ROOF DHAPFIRA0IA FOR ASPHALT SHINGLE ROOF, USE MIN 19W STRUCTURAL SHEATHING EXP 1 (40120). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020)(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 101 RING SHANK GUN NAILS04"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WIN 4- OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DA TENSILESTR. SHANK ASTM 10d RING SHANK 212' 0.131 F1687 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 31W 0. 113 F1887 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 2 3AT' 0.113 F1667 SCREW -,NAILS RSRS-01 EXTERIOR SHEATHING USE 1 /2" CDX OR 7116" 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 8 BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHHBiT SPACING ZONE 1: 10d NAILS 0 4` O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS 0 4" O.C. ON EDGE AND 4` O.C. IN FIELD ZONE 3,3e, 3­ 10d NAILS 0 4" O.C. ON EDGE AND C O C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 WRING SHANK GUN NAPS ® IOC TOP a BOTTOM-1 O �1%1%yy Uul 20 =0 8 Z LL S Z N U 2 O TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING b o 1, BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING GABLES -DROP GABLE END 8 (1)ADDL DROPPED TRUSS 2x4 N2 SYP OUTLOOKER RAFTER W/ BLOCKING C 18"O.C. IF NO DROPPED GABLE END, ATTACH 2x492 SYP BLOCKING 0 16` O.C. FIRST 4 BAYS W (2)12d HAULS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT` TABLE FOR FIELDS PACING (-lyB 2` DECK SCREWS 0 6'4r O.C. MAX EDGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` rYP. 3/4` TSG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL. NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3YC33M. MAXIMUM AGGREGATE SIZE SNAIL BE Yr. STRUCTURALDRANNGS SHALL BE USED IN CONJUNCTION WTH JOB SPECFICA11ONS AND Wom UR ARCHITECTALCO , MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. NSULT pRpylpE BAIR ENTRAINED CONCRETE TO EARTH OR WEATHER: %C NON -BEARING WOOD HALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS . APPLICABLE BUILDING CODE STANDARDS'. FBCR 2020, 71N EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHNIFHi®14'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 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, TMS 402/602-16 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE fi4aL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UIDBt P11 SIAIiSONN7DUD WM6E INDOOR®ON ELASTICITY - 1.400,000 PSI. ALL WOOD IN CONTACT NTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS . SEMM9 LAPPED fi INCHES AND SEALED WTH ApFSNE TIPS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISCOIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND -WORK- CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL LASE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SI MLAR SITUATION ELSEWHERE ON THE PROJECT, FORWWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, VNALLS, 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 W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BLFY1NG TREATED LUMBER THAT EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN WOF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020. 7N EDITION. SEE NAILING SCHEDULE ON PUNS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS NTH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP $2, IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SFALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WEUAT ' BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. TEMPORARY WELDED WIRE MESH, SHALL BE ASTM A1064/A1084M GRADE 65 AND BE PLACED INACCORDANCE WITH THE WOW TRUSSE8i THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE NTH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL' 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 A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM AS15 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE NTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION'., AND "SCSI LATEST EDITION' ROOF'. LIVE LOAD FLOOR: LIVE LOAD 40 Pd 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 pd TOP CHORD nofHcpnwnent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS'. $4 BAR - 25' 00 BAR - 38" WOOD TRUSSES. 10 pd STM CHORD+IpnaDnwnent p5 BAR - 30" 07 BAR - 42` TRUSS MANUFACTURER W ILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQ UIR WADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTHANSI/ASCE 788. 1990 16 pd TOP CHORD 20 pd TOP CHORD (7 pd wY ASPHALT SHINGLES) (10 pd W NO GYPCREI-E) 10 psf STM CHORD 5 pd BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT-. 10pd BALCONY LIVE LOAD 60 pd STAIRS LIVE LOAD 40 Pd WIND. DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (PBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS'. UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WTH LIMITED STORAGE. 20pef, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) AND DECKS: 40pd, GLARDS AND HANDRAILS'. 2DOpd, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50pof, ROOMS OTHER THAN SLEEPING ROOM: 40ps1, SLEEPING ROOMS. 30psf, STAIRS: 4Opd SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHTECT DRAWNGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWNGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WLL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATKNI: FOOTINGS WERE DESIGNED FOR AN ALLOVIABLE SOIL BEARING PRESSURE OF 2,000 pd. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE W TH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2.500 PSI REGULAR MIGHT FOR FOOTINGS, AND SLAB ONGRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4. PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING. MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPEO WHEN CONCRETE 15 HATCHED. THE MAXIMUM TIME ALLOWED FROM WWFN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PUCE. R SHALL BE THE RESPONSBUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL SEAS FOLLOWS: A Y FOR CONCRETE CAST AGMNST AND PERMANENTLY EAPOSE X TO EARTH FOUNDATIONS) a FOR CONCRETE EXPOSED TO EARTH ADOR WEATHER 1-1/2'FOR e5 AND SMALLER Y FOR MI6 WIND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER N' FOR SLABS, WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUAM PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY a ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NNOTIFIEDTO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SMALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE. AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BV THE TRUSS ENGINEER. ALL BLOCK V ALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WTH ASTM CbO, GRADE fm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.18 COMPONENT RUNNING UNM NG BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY HALLS TO BOTTOM OF THE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. i L Ai TRUSS ENGINEER SHA L B 11E DELEGATED ED L E RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C 476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 18" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED LARDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 18" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOU D WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL RESAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPEGFIGATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITON, BY THE AMER CAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, FY 36 kd FOR ANGLES, PLATES, AND WSKAPES. STRUCTURAL TUBING SHALL BE ASTM A500IA500M, GRADE B, Fy - 46 k.. STRUCTURAL PIPE SHALL BE ASTM A51A53M, GRADE B, TYPE E OR S. FY = 35 ku. TUBE AND PIPE COLUMNS SMALL BE CONCRETEFILLED 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 WTH THE TURNOFF-THE-NUr METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER __TON Slff ivFE STRONG REMARKS TIC, BII ttPE REMARI6 ,. PTRIRRNG TO MASONRv, CONIC „-ONG rqC ODIC SUCK MVx]NG tR'OA NO MA9t6i ABCON MASOEH! FASiEN6T SOc /YEMSEO.x- ENG NISI, G'®GE DeT -A. EXT. DOORS 1. IT SEENOTEE CASEHARDENED.- S'OO STAGGBtEO _ ARAOEOOIX- T. 90M'/.WNC r%OR W,tA,�� E%RANSIONBOLI O'OIYTOVJ 04; (�?pV x'EMBEO. x'BO65T. 3'EWEPef NNOow BxK EHARDENEocox rGGEREG WNroMrpOOfU FASTENED CONTACT THIS ENGINEER FOR SPACING ,. AT. SEE ML I LONG INTDMAeOERrx>xc REQUIREMENTS EAT_ WOR NOS W�9.8'W t -EMBED.e@D BUCK h IT, SEENOTEE HV p9T. 11 DGEOST ot18 vAEEl tb- .-ENO dST,I vrETo sTEELOWI. E S-pC wA9iH! EDGE OxR MCM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MINI UFACTURER'S SPECS AND/OR NOA 3. ALL FASCIN MATER AL SHALL BE HAND FRAMED 4. RAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE WA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1A MEMBERS ARE NAILED AND 2, MEMBERS ARE SECURED W TAPCONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWr%roup.com AA M: 0003325 M�l suzwxv. a< Zom ABBOTT PARK LOT #7 BLK" #14 PHASE: 4C P1 onwT# 04 8 .04C-07 41 4EBB "1828-CALI" GA>RAGN ewnaa: RIGHT PAGIM DETAILS V. 160 MPH EXP. C 27 Dvlulwv 10/28/21 DCAXJM 1/4'=1'-0" ZT SN1 .0 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED ` THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CHF DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX. nl`TAII n J-UrlANNtL FASCIA FASCIA WOOD BOARD BY OTHERS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER 72)STAPLES INSTALLED 2-1/4" EMS. THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @ OFFITQ 12" O.C. MAX (INTO 7QS OOD) IN J-CHANNEL J-CHANNEL 3Q DETAIL B O }" MAX. J—CHANNEL FASCIA 12 BATTEN STRIP ANCHOR r2X2 WOOD BATTEN 10 10d NAIL AT EACH TAPLES INSTALLED 7Q TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7O STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS -CHANNEL 3Q 7O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT—�I 3Q J-CHANNEL— i' n;=TAII ;= J-L;HANNtL FIT 0 11 1X2 WOOD BATTEN 2X2 WOOD BATTEN 10 O SOFFIT :;�_ NSTAILLATION SCREW, 0 J-CHANNEL— BATTEN ATTCHMENT Q FASTENER SPACED 24" gO MAX O.C. TRUSS/JOIST/RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO 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) ,..,-STAPLESINSTALLED@ DETAIL C O.0(INTO 70 WOOD) IN J-CHANNEL J—CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) �CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'aj:z=, i � —SPAN '12 SPAN'L' tfitiF?l+ii••.•.. 13.519 AVE WIDTH EAVE WIDTH =fiiiti.+++i• t'• •• .+r tij ..fM. .375 .37566 (ROOF (ROOF ••i':'iii q 3.625 3.625 OVERHANG) OVERHANG) 5 08 03 CONCRETE, CMU OR WOOD 12 NOTEA) CONCRETE, d OFFIT CMU OR WOOD 1.+J� — SOFFIT SEE DETAIL'A' SEE DETAIL'S' SEE DETAIL'D'J SEE DETAIL'S' (NOTE 1) DETAILA EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL SINGLE SPANW/J-CHANNEL 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdmigngloWeom M: 0003325 me k� ge d U) W f O 2 aysD:v & W-A ABBOTT PARK LOT #7 BLK #14 PHASE:4C 1pnoamCTN 4 C-07 41 1[ODmL 4EBB "1828—CALL" GAP.Anm 81FD10: RIGHT PAGm: SOFFIT DETAILS %160 MPH EXP. C T? DATM 10/26/21 OCALM 1/4'7-0" 81smmT sD1 9 Z3oz-Sb