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HomeMy WebLinkAbout38355 Sonnet Landing Ave99 91828-4EBB-CAL19 "N HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 T4&1= (813) 740-0720 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 -mmm BIIDADIG CAE. gp= ( ) -AIL LOCAL MILD STATE CODES -OCCUPANCY - RESIDENTw, GROUP R3 -CONSTRUCTION TYPE - VR -YIN. INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=160 MPH Vesd=124 MPHCONC. :EXPOSURE -EXPOSURE - C RESIDENCE LUX -2-STORY RESIDENCE -. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY AD ADJUSTARIONBJG MUM. LUMINOUS AL . ADJUSTABLE M.C. MANUFACTURERET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MID. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR G.0 ON CENTER CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBI. DOUBLE PLYWD. PLYWGOD D.G. DUAL GLAZED PR PAIR Du. DIAMETER P.T. PRESSURE TREATED DIM. DUfENSION R. RISER DATE DESCRIPTION O,,,S Cpg,gp,�p ARCHITECTURAL SHEET DESCRIPTION py�/,g ��FBC UPDATE PG C1-COVER SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A2D-ELEVATIONS "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL OjAbA8 CD'6 RE•18eUED 0212V6 BIDRIGELEVATIMADDED 0"6/16 CDs FIE-15"D �)19116 REVISION PER m BOW 06414CDs RE-,E,FD 02AW 9 ADDED CWWLE66 FOOTER AT GARAGE DETAIL (FORT MYER6) 02r4lM PLAN MANrOWEE OU&M IlEVM LNTEL SIZE AT FRONT WW DOOR DISK DP. DR DTL. D.W. E. ELEV. EQ. EXH. BXT. F.OJFX. F.G. FIN. FLR FLUOR PR DR FTG. GA. GAR DLCP. G.F.I. GL. GYP. RD. H.B. H.C. HDR HOT. ORHT INSUL, INT. DISPOSAL DEEP DOOR DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FDG0 GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GCIRCUIT INTERRUPTER GLASS GYPSUM BOARD HGLEIRELOW HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR BAD. RA.G. REF. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR. SIM. SL SE GL. STD. SWS TEMP. THK. TO C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. Wi WD. WDw. W/H W.I. RADIUS RETURN AIR GRILL REFRIGERATOR ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON PG WA1-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR N0. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 S .FT. CALL. ADDED AJ>DITIONAL RECEPTACLE IN GARAGE PER RILL BATBON (NEL6) 04/I4A9 REVISED HVAC vOLIrE6 ON 6OFt CALC eCHEou E lrELa, LIVNG 1,02E EOL FT GARAGE 430 EGi. PT. R41RY ,g Eq F7. LANAI 8E 80 FT. TOTAL 2�Ci 62 SFT, M112A8 AWED 'EMERIORMOW DEEP FOOTEWDETAIL D,BLIA(ORU 064M ADDED LED L&M • KITCHEN 4 BATH PER MARL 5=6 ov1%" ADDED STONE OPTION ELEVATION C 1 0 (TAMPA) �/„� ELEVATION 'G' 81DNG•ADDED LOUVER Gx4DI.E ROOF 101AAS ADDED OPT 1,,�.y,E W-0-CEL04TS OV" REPLACE U6P CONNECTORS IUTH "GOH CONNECTORS OMEIRO IMAGE ENCAVENT RADON PLAN D�ION6 04*W OPT. VAr CVA HGt- ADDED LED LIGHT N FOYER "A" OPT IGHT V-V MA WIT. ELEVATION 'C'- REVOW HEOF ARCM AY o6Axato ADDED ELEVATIONS Y' Tr (oRu STRUCTURAL SHEET DESCRIPTION OlA6A0 ADDED ELEVAT06 W3'-W-7%' (ORL) PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. OU81!!I iDiO F611° C DATE IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—D PG SNl—DETAILS ILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TLMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. d N.RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-W78 FAX- 407-774.4078 www.abdeslgngroup.com AA k: 0003326 1 d r o a [ABBOTT UDDIV. Ae LOT: PARKLOT #30 BLK. #9 ROJECT* 04181.000-30091 MODELa 4EBB "1828-CALi" GARAGE >lrrMO: RIGHT PAGE: COVER SHEET 160 C OF GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FSCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY $O THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 131 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'kINCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. S. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 8. EXCAVATIONS TO BE A MINIMUM OF T-A" 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 NTH 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." PLUMBRIG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH NTH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 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 EXTERKNtRISSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 6" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1Bb, ASTMCl063.19a & 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-C1O63-19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 117 GYPSUM BOARD. 11302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'$ SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY. THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) S N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 a = sunDiv. & L/OT: ABBOTT PARK LOT #30 BLK. #9 PROJECT# 04181.000-30091 MOIDEIa 4EBB "1828-CALI" GARAGE BwsxG: RIGHT PAGE: GENERAL NOTES 160 Aft E C 39`-8' oJlo o oIYYYYIio � oIIYYYYIiIlYllollYYIYYYYYYiM olOYYllo I � o • O � � 0 .' M MEI . 11 II i' 11 mOn . p o 0 • mm ME ® mu o �ATip ' V � e o SOLLARD REGL PER 5LMAS CODE ,1 GMAt. i im p 1 9' • ;al'I1,1-3068 FLOOR PLAN SCALE. 1/4' . I'-C' W -I+ 9 SQ.FT. CALL. S LIVING 1,028 SQ FT. G4RAGE 430 SQ FT. ENTRY 16 SQ FT. LANAI Be SQ FT. TOTAL 2,362 Sa FT, A10t1A0DI00A06 BNICMIo RRBBEOOIDMDLGueB omm we 11DYRIwl PA IBIANIB MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR SWTNG 18 5 33/-43 DR. MR CRITERIA SGD. MIN. 41 5 31/-38 CRITERIA 8MO O.HD. z A'Smil-313 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICIENT t 0.18 BLDG. CAT.=II, EXP.-C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00MIXILDA180M TOP PLATE 9 �n A BAR .DETAIL NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENINGS BETUEEN THE CsARAGE AND RESIDENCE SHALL BE EOLIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. •1 N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroupcom AA M: 0003325 b b aIMD:v de L ABBOTT PARK LOT #30 BLK. #9 PitojECT 04181.000-30091 MODRIA 4EBB "1828-CALI" 0wRA0a awnac: RIGHT PA011:: FLOOR PLAN 160 Uft E C 16'X62' FfMN DECORATIVE SHUTTERS OR EQUIVALENT V1 FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FCCR W03A oo ./-IS'-4' BLDG. HOT. FTPON LV12X24 OR EQUIVALENT OFF RIDGE VENT 0'-0' FIN, OFF RIDGE VENT AREA OF ATTIC = 2364 SQ FT. NET FREE VENTILATION AREA REQUIRED = 1130D REQUIRED VENTILATION AREA - 2364/300 7.86 VENTILATION AREA X 50, INCHES PER FT.(144) = 3IM72 SO, IN, MIN. REQUIREDVENTIIATION .SX 1134.72 IN UPPER PORTION OF ATTIC 567.36 SO, IN. OFF RIDGE VENTILATION AREA 215 SO, IN. PER VENT 567.36 /115 TAL#OF VENTS REQUIRED - 4.93357 TOTAL* OF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED 0 -0 L IN L�J OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH - t-0' BRG. HGT. �o - - --------------------------------------------- - -00g O' FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT S'-0' BR:'. HGt 8'-O' BRG. HGT. �0 0'-O'FIN. FLR - ------_—_—_—_—_---_—_—' -------------------------- `3.0-0 RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH U DECO. A SCALE: 1/2I'-0' I'-0' FIN. FOR. si► 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com AA B: 0003328 b NJ SIUBDIV. ae IAT: ABBOTT PARK LOT #30 BLK. #9 P2iOJECTp 4181.000-30091 MODEU 4EBB "1828—CALI" GARAGE DWMG: RIGHT PAGE: ELEVATIONS "T %160 PH A C oof FA ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DSV OUTLET W AMP "GLE POLE BOV OUTLET BDN CUTLET R OF Ounm amp TC METCN � GI4 IWY OUTLET @wpm aH3mv FAG. NTSRr1ER (TAMPER PWM'rAM TYPV 220V OUTLET (4) WIN CONNECTION i EXT. WATERPROOF ORLiT GROUND R"T NTEREI•IR �j ewTCFN DUTCH 3-WAY OPER �4 DUTCH 4-WAY OPOR. Lid aW.LUN MOTED �J LIGHT CEILNG LIGHT © LED GA LIGHT Lw VALOR ©vp PROM LONT O VP VA•OR FROM LIONT eVETS. PAN I oM PR S(A R. VBNT. FAw t1K10NT on PER Sn Pr. FD4IIaR (aPEC'17ED eT MULJmw ®MIX 2.011" uRAr AIDU/O ( A YIlAr (MUMl E MNTJ �'{ 7• IRdlglSRM 4' PLUORleem Q ro--•�—er GO C 4' TRACK LOW PANEL g� Pam O�S.D. anG4E Oarwrm OD*.aDr•IeMLaDaolld I w.Uvim DETECTOR YLMD ® CARBON pk Comm �� NINE-COIIiCi OR" N A DRTANCE OP NOT LESS THEN 4' ROOM SALL PDDAO LIO T L> NATURAL 4" OUTLET TELENNCFE JACK WH DABATER ISCO F AIR Tt0ND1° w ARM ON 1� TELEVISION JAG[ CELL BOXONICUMM TO M MrPORIED N O JAM ACCORDANCE IV EOX MTAROD AD MUCH I = DN TACCOUDAS CEILNO PY4LtlNT OW4 MARKED POR ®M SUCH + 24' INCANDESCENT LIOM nRr ennnnn 30, aNCAosocuRr LOW NUEP nnnn�nnnn Y• LIDM STRP RODS LIOHf wP O•r. agRrr KE1'1•AD • rim. PUSH -MUTTON POR u4a es use raw • LOCATION OF TV JACKS 4 PHOE OUTLETS 4 PANS TO BE VOWED • HOM'EOGNER PRE -CONSTRUCTION MEETNG. • ALL M 4 20 AMP M040H CIRCUITS TO eE AMC PAU-T FTRt'JIECTED PER ELECTRICAL PRONSICNS OF mm TTH �ITION (ae2e2 . NaIC 2YIn Zen Ean2L • 30 AMP DEDICATEP L•LINDRY CIRCUIT. • 4LP a ISLAND (NOT ON KITONSIN CIRCUIT) • OM M AAM R ]DISCONNECT TO OE LOCKOUT N PANEL • MARROOI 064A ST PAN TO MAYS MN CAPACITY OF SO OPM NTER'IITTER PER ELECTRICAL PROVO" OF OECTION """ TTY wlTtd ('JARlL M • LAIIOISY ROOM RTtCEPTACLE ELALL SIE GRDUMD PAULT CIRCUFT-INTEREUPIER PROTECTION POR PERROSSIL ON PEEDERS • 10130 rffrMOD SMALL EE NON METALLIC CABLE PER EJ3CTIWCAL PROVR1O/s OF Plaa&3R m jamm • ALL WORE TO COMPLY WITH !ELECTRICAL PROVO" o TTE ilCR TTN w (2020L • Au tJl•aaa SHALL GE seLEtTED er atuILDER Alb TOO Q L1aLRNti MMT MR BlRSY ®FI(JaNT TYPE PER CEILING MID. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN -___________________— OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-m' 1ETER MELD /ERIFY .OG W P Panel MAIN - A PANEL: 8/16 wp cR breaker VOLTAGE:120/24OV-lPh MAN: 150 Amp M.C.B FEEDER 3S1 Cu TFMN& 1-N6 Cu (G) in 1 10 C. OR 3 s2N AL TAIM & 1-ae Cu (G) in 1 112' C. 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Ft 54ssvaL al a1,00% 65 s5 Tar Go —I u s a Rw (War1 5549 C tElc ToMl lleUs I I I L I I I 19 I I � I i I I L I LED LIGHTING ® DOUBLE LAV. BATH •1 150 AMP ELECTRICAL RISER NOT TO SCAM GENERAL NOTM A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UUN ELECTRICAL PROVISIONS OF THE FBCR TTH lD1TION [2e20A LOCAL 0012E0. AND ALL LOCAL RCUER CO'1PA4Y $EMlIIE'1E4TS. IL ALL CONDUCTORS SWILL BE TYPE THWRMN UNLESS NOTED QT EIRUSE. TO \ I L I I I LED LIGHTING Ca? SINGLE LAV. BATH 42 P CU, THN 4 Ala CU N 2' CATOWT OR 3 • PIS CU N 2• CO DIAT OR 2Aa AL SEAR. E1E9NATE ABOVE SCIFIT a OVNMUN&J COMBINATION saRVICE riDISCO NECT SUTCH APOELECTRIC ME7[R IN NEMA 3R ENCLOSURE TSLEPMO S SMW= CABLE TELEVISION e+TRAMra REIRVICE ENTRANCE EO1RR4w E01IFM'ENT Nrmoy&TE', mcwm TERMINAL AT LOW VOLTAGE CONNECTIONS 1 aN OU SERVICE GROUND COfICTw TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PPOWIS600 OF TIE ROOM IM DWI CIA X a PT LONG COPr" CLAD dimam ROD L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH:407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com L AA a: 0003325 J I NOR Q br 6 b r � a OND I I I I I I I ------- ALLU N I� I I m � I I ---- ---_ SRiC 1 � � II I I � 36•x6m' 61•NIRQ. PAN -- -- 9 25'-5' I II I' 3 -2' i I I I I I - - 2' VTR vTR KSTIr6G W/ j / I \ \ \ � -ill 'li' AUTO VENT 1 1/!� 12 1 I�\ 3'-2' I in. ----- O 1Ian 1� I1/2. I 11/2y II/2 L-----J 2' ( I AV • Q 1 LAY 3' I LAV TUB 2 I 3' 2' 1 We 3 3 I 1 3. 3 1 1/1' 2' j } SFIUJIR 2. v m 2 co 4 WASFIER 4 TO MAIN I PLUMBING RISER DIAGRAM I I PLUMBING PLAN SCALE. 1/4 • I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebd•slgngroup.eom L AA B: 0003325 F 4 gtmDly. A. t oz' ABBOTT PARK LOT #30 BLK. #9 PROJECT* 04181.000-30091 MODEX4 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: PLUMBING PLAN Q 6A MPH . C ,a HVAC NOTES 1. ALL MECHANICAL EQUIPMENT QWAL►. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON-CONOfTIONEO AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER FBC lTH EDITION 0020) MECHANICAL BLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC lTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC lTi4 EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $WALL, HAVE AN APPROVED PIPE OR FIRE/SMOKE DAMI°ER'b LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR i WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR 000 O CEILING EXHAUST PAN CEILING EXHAUST FAN 4 L.GHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL AC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAPCONS UNIT bR1PSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO WIT W/ (2) 4' CONCRETE SLAB 1SXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY a REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL 3/4' PVC CONDENSATE ORAN LINE NOTE: MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRICTURE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APPROVED DRAIN, AS PER ki;'/_��MECHANICAL FBCR 1TF1 EDITION (2020) BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG --'"�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TY-P ) FIN. GRADE OR PAVING SEE SPEC. 'ONG. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TY ) MECHANICAL PLAN SCALE. 1/4 • P-0' NOTE: ALL MECHANICAL EQUIR IENT SHALL BE INSTALLED AT OR ABOVE ME. ELEVATION. i44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA#,.0003326 d 14 spgi+ kbk 6 b al BI N X 0 J I=ary ac LOTIN ABBOTT PARK LOT ##30 BLK. ##9 PROJECT* 041 1.000-30091 MODZU 4EBB "1828—CALI" GARAGE ar111MG: RIGHT PAGE: MECHANICAL PLAN 1 H E C 2X4 TOP PLATE IA' DRYWALL SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 82. Or — MAX PRE -FAD TIMM 2x4 WOOD STUDS e24, O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN FLR T ' 1 TYP. INT. WALL NON—BRG. D1 SCALE. 3/4••I'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR SM.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PREENS TRU88 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND-y— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR_ !/a' GYPSUM Bf OR I/2, HIGH STRENGTH CLG. BOARD S' DIA. SLEEVE, DO NOT CUT EIOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'GI'-0' CODE FOFM R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24. Or— a, CMU 1/2' GYP. WL. so. - WOOD BASE — FIBERGLASS SHINGLES WITH USIDERLAYMENT A8 PER FBCR SMJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS, VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. RR a ° m. .. a 4 r.)W/ WINDOW OPENING�\-TYP. WALL SECTION " " NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN (K)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE, 3/4'.r-® SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM 0 6151 Ac nAL M1 em LN . Go, s 26 GAS LINE THRU BLOCK GeaG w•.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905J.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SC4EEDME ON SHEET SNI PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a' cm r9 N' TWK 2 COAT - FlOIGrLMO CR1arIT I'L/11m AfTo •FLED waomw n f TO F" •m v RGa Rm. v/RTIC.4L TIUCK— I `wv DOOR a GARAGE DOOR JAMBS D1 SCALE: 11/2'GI'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER FBCR W5.1.1. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES TWIC 04ESS A8 PER NI PER STRUCTURAL DETAILS SHEET SECURED PER FASTENER SCHEDULE 8TIFFBACK AT ALL UPRIGHTS, PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS B 2x FASCIA PER AX ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER / STRUCTURAL DETAILS / WALL SHEATHING SEE ENERGY CODE FORME FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNL SECURE PER PER ELEVATION _ FASTENER SCHEDULE 5/8' GYPSUM OR 1/2' ON SHEET SNI, UM B HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRU88 WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTAC 41I NT A8 PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING STRIPS • 24' Or- 1/2' GYP. WL. BD. , CMU WOOD BASE FIN. FLR 4 ti .. e <a 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE: 9/4'•I'-®' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-77446078 FAX- 407-774-4078 www.abdesigngroup.eom L AA x: 0003325 r F C b 4ITH I r N 0 B unDiv aLOT: ABBOTT PARK LOT #30 BLK. #9 PROJECT# 4181.000-30091 MODELa 4EBB "1828—CAU" GARAGE SWMG: RIGHT PAGE: DETAILS IlI,160 MPH A.V im 2X6 P.T. 0 CENTER OF DOOR HEADER SECURED YV (U 112, X 6• J•BOLT W/ 4' MN. EMIBEDPENT WV 2• X 2' X Iw WAGWm 4 KIT OR WV (21 V2' X Y ANCHOR BOLTS W/ Y X J' X N' UTASHER .NUT ® SP.CURE 2.4 ON FLAT TO SIX IN FLAT MASONRY NAILS. 2X6 & RAM DOOR 6ECUED W/ (S) 1/2' X S• J.BR OLT OANCHOR ® BOLTS. W/ W MN EMBEDMENT, WV 2' X 2' X Vb' W4SIER 4 MIT. (V WITNN 6. OF TOP. M WITHIN S' OF THE BT A (3) EVENLY SPACED. ® m E NOTES. ALL ANCHORS 6NALL BE N ACCORDANCE TO MA"ACTURV S INSTALLATION NSTRICTIONS WHERE EII04 NSTRUGTIa46 ACRE MOIOF ATRIMMINT GARAGE DOOR t BUCK ATTACHMENT 4C;4L4 N•.P-I S' cm I/J• a I'X4' Pt. Doan Dade la4 P.T. OR S/4•X4' MN SECURE TWEI FRAME 4 EMEND 1-1/4' INTO NAILER BLOCK WV 3/16' TAPCONS CASING MN SHANK SIZE 146 MN HEAD SIZE 300 MN EMBEDMENT 1-I/4' WITHIN S• OF EACH END JAMB OR WINDOW 4 IS' OC. MAX SPACING ATTACH TO 2X PER MMeIACTI#E6 DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAKB TO BLOCK +3/4" OR +5/4" w w TO BLACK +3/4" OR +5/4" 2X4. US SECURE TO BLOCK W/ 3/16' TAPCON6 MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' CF EACH END 4 W OC. MAX SPACING. 2X6. = SECURE TO BLOCK WV2) 3/16' TAPCONS MK SHANK SIZE J45 MK HEAD SIZE 300 MN EMBEDMENT 1 V4') 6' cm WITHIN 6. OF EACH END 4 16' OC. MAX SPACIN& V/' DRYWALL 2XS, coo 1'X4' SECUE TO BLOCK P.T. NAILER WR2) 3/16' TAPCONS DOOR CASING MN $MARK 512E Job MN HEAD 612E 300 MN EMBEDMENT I V4•) WITHIN 6. OP EACH END 4 16. OC. MAX SI" DOOR JA1.16 OR WINDOW ATTACH TO 2X PER MANI-ACTUE6 DETAILS. 2X4, 6E SECURE TO BLOCK W/ 3/16' TAPCONS MN SHANK SIZE JO MN HEAD SIZE 300 MN. EMBEDMENT I LOW) WITHIN 6. OF EACH END 4 15' OC. MAX SPACNG. 2X4, 1221 SECURE TO BLOCK WN2) 3/I6• TAPCOM MN SWANK SIZE JO MN HEAD SIZE 300 MN EMBEDMENT 1 V4•) WITHIN S' OF EACH ED 6' CM 4 16' OC. I SPACMfa N• DRYWALL 7XS. CBS SECURE TO BLOCK MAW WK2) 3/16• TAPCON6 P.T. NAILER (MIN. SHANK SIZE 34D 1/16. 068. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT ENT 1 V4') DOOR CA6MG UT14M 6. OP EACH END 4 W O.C. MAX SPACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFACTUINES DETAILS. NOTE. S14IM A6 NEEDED TO PERMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/18" �'1w1NDOw TO HIACK +1 15/18" 2X4, I S SECURE TO BLOCK WV 3A6' TAPCON6 MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 6' OF EACH E•ID 4 W OC. MAX 6PACING. NOTE, STRUCTURAL 2X MUST BE 2Xb, = ON OUTSIDE 4 •!CUED SECURE! TO BLOCK TI+Ra�++ NON-STRUCTURAL W12) 3A6' TAPCOM SAW TAPCON MN 1-1/4' (MN SHANK SIZE .146 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 V4•) WITHIN 6' OF EACH END 6• Cm 4 W = MAX SPACNG. IM DRYWALL ® D SEGUE TO BLOCK SEC I'X4' WK2) 3/16' TAPCONS P.T. NAILER MN $WANK SIZE J4S DOOR CASING MN HEAD SIM 300 MN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 W OC. MAX BPACNG. DOOR JAMB OR W1OOW ATTACI TO 2X PER MANrACTURE6 DETAILS, NOTE. SWIM AS NEEDED TO PLUMB NOTE, SHIM A6 HEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) JAMB (DO NOT EX� V4'1 DOOR JAMB TO BLACK +1 1/2" DOOR JAMB TO BLOCK +2 1/4" o WHWW To BLACK +1 1/2" uw�IND�Ow To BLOCK +2 1/4" JX4, lB SECURE TO BLOCK W3/I6' TAPODNS MN SHANK SIZE J48 MN HEAD 61ZE 300 MIN B'IBEDMENT 1 1,149 WITHIN 6. OF EACH END 4 I6. O:— MAX SPACING. JX6, ao SECURE TO BLOCK WoT2) 3A6' TAPCONS MN SHANK $11 MIN. HEAD SIZE 300 MN E9DEDM ENT 1 1/49 WITHIN 6' OF EACH END w cm 40. of MAX 6PACING. V2' DRYWALL 7X6, m SECURE TO BLOCK I'X4' WK2) W16' TAPCONS P.T. NAILER MN SHARK SIZE .we DOOR CA6MG MN HEAD SIZE 300 MN EMBEDMENT 1 1,149 WITHIN B OF RAC44 END . w' OG MAX SI''ACI DOOR JAMB OR WINDOW ATTACH TO 2X PER MMIIFACTUIRE6 DETAIL•. NOTE. 0411 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLOCK +3" M=K--� 2X4, WO SECURE TOOL W/ 3/16' TAPCONS MN SFIMK SIZE 346 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 15' O.C. MAX 6PACNG. NOTE, STRUCTURAL 2X MUST BE 2)(6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK TWR000FI NON-STRUCTURAL W TV 3A6• TAPCONS 3A6' TAPCON MN I-V4* MN SHANK SIZE J48 EMBEDMENT INTO BLOCK MN MEAD SIZE 306 MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END a, cm 4 W O.O. MAX SPACING. V2' DRYWALL 2X6, ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/LL' TAFrl" (MN 6HAMK 61ZE J4S J41 DOOR CASING MN HEAD SIZE MN EMBEDMENT 1 1/4•) WITHIN 6. OF EACH END MENDER WK2Md WTHM S 7ND 2X SECURE TO STRUCTURAL ' OF EAC4 END 4 6• TO 6' OC. MAX DOOR JAMB TO BLACK +3" FD1I1 Px To HT11('R +A" 2X4. WE SECURE TO BLOCK W/ 1/4' TAPCON6 (MIN. SHARK SIZE 14S MN HEAD 612E 3" MN EMBEDMENT 1 V49 WITHIN S• OF EACH END 4 B• O.C. MAX SPAC 4CL 2X6. SO SECURE TO BLOCK WK2) V4' TAPCONS (MIN. SHARK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4•) WITHIN 6. OF EACH END 4 16' OC. MAX SPACINd- 2XF m SECURE TO BLOCK WK2) 114' TAPCONS MN SHANK 61ZE J45 MN HEAD SIZE 300 MN E'IDEDMENT I V4') WITHIN S• OP EACH END 4 B• O.C. MAX 6PACING 6' cm ❑ V2' DRYWALL Ix4• P.T. NAILER 1A6' OAS. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MARVACTURES DETAILS. NOTE, SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" 0 wLW TO BLACK +8 7 18" 2X4, WE SECURE TO BLOCK WV V4' TAPCONS, MN SHANK SIZE 145 MN MAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' CF EACH END 4 0' OC. MAX SPACING. 2X6, m SECURE TO BLOCK W10) 1/4' TAPC4" MN SHANK SIZE J45 MN READ SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 WO.C. MAX SPACING. 2X6. R>® SECURE TO BLOCK WR2) I/4' TAPCONB MN SFIAMK SIZE 149 MN LEAD SIZE 300 MN EMBEDMENT 1 1/4•) WITHIN S' OF EACH END 4 IV OC. MAX &PACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TwROU3H NON-STRUCTURAL 3A6' TAPCON MN 1-114• EMBEDMENT INTO BLOCK l �l 6• cm V)' DRYWALL ❑ 1•X4' P.T. NAILER P P.T. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. $HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" a wLNDOw TO BLOCK +3 3/4' i44i N. RONALD REAM BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774.4078 www.abd631gngroup.com AA M: 0003325 J 4 6 6 W stmDrv. so LOT. ABBOTT PARK LOT #30 BLK. #9 PROJZCT* 04181.000-30091 moDBLa 4EBB "1828-CALI" OAMMtAOR 81rWO: RIGHT PAGZ: DETAILS 160 JPH E . C 04 DwTMB: 1/25/21 sCALMD: 1/4"=1'-0" slim]CT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL 11 MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872-12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2D21 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 114963 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 3011M.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/ZD21 11496.5 SIMPSON STRUCT.. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR Z/28/Z021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/Z021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBOt 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS OCT. SOFFITS 2020 FBCR 3/Z/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 25353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 1Z/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 29955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EKT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-RB OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-R8 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-RB JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 1Z/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBOt 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/202Z THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION( BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DA71:02/03/2021 6 03 sLJ'DIV �4 LOT'. ABBOTT PARK LOT #30 BLK. #9 P7 oawT/ 04 81.000-30 91 moni a 4EBB "1828-CALL" OARAGM INIMU 0: RIGHT PAO& PRODUCT APPROVAL TING 16 M EXhC PREFOREID OJNTROL JOINT FLANSE OF CONTROL JOINTS BE OARED TED TO LATH • V = MAX (VERTA NO k DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STIR EXISTS BEYOND EXCEPT STAPLES W( LEG SE MM 01C120111 L�.IOIINTT TE1P. DURING INSTALLATION —� PASTIMM& TO BO SPACED • T' Or— MAX VERTICALLY j' THK]C,! COAT C93MEW PLASTER WPM LAYER 9, PORTYBER BUILDING PAPER APPROVED METAL LATH FASTENED NT' (VERTJ = MAX AT SUPPORTS UM LAYER 1, STUCCO WRAP WOOD SFEATMNG LATH SHALL NOT- 0E CONTINUOUS v ro A• v To r TFRROUGH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TOO, AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CIO&! PLACED FLAT MAX &' TO S' FROM C24TPWL JOINT WEN \ CONTROL JOINT FALLS ON L PASTENEIRD FOR LATH TO BE NAILS OR' i / STRUCTURAL STIR STAPLES N C 21PLIANCE UV ASTM CO&! 2. WRE TIES TO BE (NO. N) 0441S' WRE /• J. BLOCKING GWOVN MAY BE N ADDITION \ TO 01411 STIRS RFAIIRED PER PLAN O"M" TYPE CONTROL JOINT OL POLO iNIIAIO . PT. A OLPOLD NaAIO . R.A L ONAN. R.S A ORIAN . M.O ate- - (tir.K > oR"• O,POLO NIWO. Pr,A 9.a..N.F4.8 FOLD • IF • ® L FOLD NYMO . R. A L CLAN . PL O L CIpAN . PR. C 4 POLO FT. C OVSe PT. S T1LL PT. C TOICIiR SOTTQ9 RAMS M O 'LAN°° M.A4" WTINR TIOMT NIL FOLD. pQ Mmov. ! COAT CO ENT MRAIIA VP 2 COAT RAP(PRSRL OILY) & OP SILDM MAP NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MINMIIM OF &' • vEwncAL LAPS (ROLL BIDS) A &' N HORIZONTAL LAPS. ALL SLAMS NE4TAPME LATH VERTICAL LAP TO BE P WTM PORTIBER / r I•IX . METAL LATH UM LAYER at STUCCO WRAP Wm LAYER -2, POIUPMR �BWLOING PAPER / I r�uTu - LM, 4.ONR ALL LM AE o SCALE.'( V2'.1L SIDE LAPS OF METAL PLASTER DALES SHALL OE SECURED TO I'RAUMING. MB'BERA THEY SHALL EE TIED BETIEEN SUPPORTS WTH BO415-PL (121- M) WIRE AT INTERVALS NOT MORE THAN S' (228-MMz AS FEW ASTM CIE&!. ® K I C KO U T PM PAIR OF TEAMS DETAIL N IBM rGaa MAY CN! PATCFPATCI- ED 611HOUSE Ill TAPE PER MAMI. SPED OR PEEL R STICK 101'B � I\\«\\\v1 CRAB OR av MINE R BIRLLNGaE@ Z �� .tb& aAu. PLAINS(! y T RA.HRB (INN •am N►TNJ. NlcxouT WILL NN AT SORTQI Q IMOF a IItKL N1eS.D,1oNN M WOOD SAX SHEATHING STUCCO i' THICK ! COAT COMFIT PLASTER METAL LATH am LAYER 91 FORTFIBER BUILDING PAPER WR6 LAYER 9, STUCCO WRAP SIEATHING WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFAUA 14PREED 5'XS' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) z -GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.TS. 4k4' BELF•ADFIERMG 1"IEI'BRANE FLASHING = MPATOLE UV MOM WRAP MATERIAL) OVER APPROVED MOM WRAP. I' OR LOSS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF—� WAY-ADNERIYI MEMBRANE PLASFIING STEP 01 PIPE( WRE TO PRAMING NMz� 4• FLASNNG (COMPATIBLE W7 HOUSE WRAP MATEBAL) OVER WX4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED NOOSE WRAP. PLAwLIIaIG. To ExteNo anrlMo PIPrE CUT AND OVERLAP ONE 608 OF SELF -ADHERING MTBMeRArE PLASHING. UPS LAYER'2. FORTFOER BUILDING PAPER METAL LATH &'Pi' SELF -ADHERING MEMBRANE ILASNING OVER 4.4• SWP-APH IRSI6 MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, PLASWM TO EXTEND, ONTO PIPE COW. BEAD OF SEALANT AIR SECTION sec t 6IMm Yllemn " E"terla use Of pollard cement pieater shall Comply P1m ma applIcallon requlrem ahts of ASTM C 926-18b. Installatkm.1 lathing exterior lang akan*y shall comply aOh ASTM C 108119a, or ASTM 1787. ii LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------ IBUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 wwwAbdeslgngroup.com AA #: 0003325 J r ITI INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEnaECE OF FLASHING TO BE, L BOTTOM, 2. BIDES, 3. TOP VENT CAP IS TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. �T<= E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL i� JOINTS AND INTERSECTIONS 1 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&Y1 CAULKING • JOINT I ALL AROUND I I PER SECTION R703. Ex*W lathblo and phTaUrino BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.18b. X. kInstallation of exterior lathing and framing ' r shall comply with ASTM C 1063-19a, 1 ;X: or ASTM 1787. WRB LAYER 1, ,X _ STUCCO WRAP HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER @, FORTIFI15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'd)ICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. 81,ECE'd BUILDING PAPEI UNDER 'QUICK FLASI A VENT PENETRATION SCALE: I'M& ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER $1, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINT$ AND INTERSECTIONS SHEATHING LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH YIOOD—PMIBFI7 ION 0 Rom CONSTRUCT FASTEN TO WOOD STPWCTURAL MEMBER • T' OG. MAX e CMU )6' TO)' MID -WALL — [3 6' WIDE STRIP SELF 3, ADHESIVE FLASHING, CLEAN MASONRY OEFOW APPLYING (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCKI B• WRB LAYER 44, STUCCO WRAP WRB LAYER h, STUCCO WRAP 6 APPLY 60 MIN GRADE 'D' FELT ® SEE FLA NG' MEMBRANE FLASHI OVER SELF -ADHERING FLASHING OVER APROVED L tj HOUSEWRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP 03 STEP *4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEW 05 STEP 1*6 OELECTRICAL RECEPTACLE 1"i N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4076 www.abdeslgngroup.00m AA #: 0003325 Its to lito ELIaaZV Ae IAT ABBOTT PARK LOT #30 BLK. #9 PROJECT/f 04181.000-30091 MODEL& 4EB/B���� TT °1828-CALln GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH VA. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR i/Uo' ZIP WALL SHEATHING ELF -ADHESIVE FLASHING — — — — — k 2 I/2' CORNER BEAD (FASTENER E SPACING A l' O.C.) ri]y7J 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � CORNER BEAD � BLOCK 3 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774-4078 wwwAbdesigngroup.com AA M: 000332E b b b ounDrv. ae LOT ABBOTT PARK LOT ##30 BLK. ##9 p1momwT* 04181.000-30091 MODSra 4EBB "1828-CALI" GAxAGE ewrxa: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH J& C r� LEGEND i"I N. RONALD REAGAN BLVD. DRAINAGE PLANE (WRB PH W40°D7F�78 LAYER "I, STUCCO WRAP) FAX:407-77A4078 wwwabdesigngroup.com WRB LAYER 02 (FORTIFIBER — — • — — AAEO00O�B BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR �/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD CONeTRJCTICN WYOND WOOD GIFATHM �1 ERR I�EMiIVE D�iOAIEtlER �516flVE ,, , \ !�• x ,REY�• L�aP aDo+a �.' i \ �A�eN�nie ��' Qa PLA64MG < 1 LLeRNaaeRR R^iEeiSTIVEbo STARTER STRP / \\ \\ WZATmm EWRRER PowaTIVE DO NOT eA�nac aIs I `� y •'-ADFtItlNG 1 _ PLAlNM6 i'�.M.. TAL. GALVO METAL G �'Z' PLAS14HO p" TRIM t�R / IUOODTR flim OR APMWVE AM!!AL SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION uRvoD caveTRLerION OETOND uROOD BNEATHM6 UEA.R �618TIVE m4lomeAlaelr R�aEelernE ��� BOMDRVLfxRd.At �1 APLAlNM6�R GAMIER �616TIVE BARTER BTRP / \\ \\ � �DAIAVaER �ISTIVE • ADNERMa \ — GALV'D METAL Cu1LV •:• PLARs<+MG WARDIE VAAVATIQMP11 '°&` — / ` CASM NARDIE TMM PER %'ems ELEVATION AMC 'AAM SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION z � sysanr. al: LOT: I BBOTT PARK LOT #30 BLK. #9 ROJECT 04181.000-30091 ii�iiEtA 4EBB "1828—CALI" awRwaE awn�ra: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 PH E C 2x6 SUB-BANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK DRIP EDGE I` 1/8' TEXTURED I FINISH AV WOOD I �� 1/2' TEXTURED j FINISH A CMU METAL FASCIA \� WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) VB' TEXTURED FNISFI - WOOD, oo I/2' TEXTURED FNISH • CMU x METAL LATH x x x x x x x x METAL FASCIA W,QM WOOD SHEATHING x x x x x x i. OR CMIJ x x x x x x s. WRB LAYER "I, STUCCO U)RAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDNG PAPER (FRAME ONLY)x x x x x x x x x x x x x FRAME OR CMU 2X6 81m BAND DEMENT x x x x x x x x x x x x x x x x x x x x x i FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FL A� I I �l ONLY FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) 11/8' TEXTURED FINISH • (WOOD, 1/2' TEXTURED FINISH • CMU 2x6 SUB -BAND W/I'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK A L VAOI V METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL,4N A PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C& WALL 3• x x x.. .. �i SUB BAND DETAIL 0 WALL W/KIC K—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA N: 0003325 b i l s l SVPJDm at LOT: ABBOTT PARK LOT ##30 BLK. ##9 PROJECT* 04181.000-30091 MODELa 4EBB "1828—CALI" GARAGE 8TfWG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %16rVPH W. C 3W-Al 28'-8" 91-W 15'-10" 3'4" 36'-Y 3'-6" o' -Top OF SLAB — —FM-12X12 — — — FM-12X18— — — — —� i r 4" CONC. R to / i f w SLAB f LL J a i 1/2" 1•-0• IF-24X24 101-V r 1 FM-12X18 END �rJ I t.l SLAB i 11T 4" PVC i I CHASE/ir fto 1.1 iii I r /f i� f TOP OF / SLAB I 'r / �% LL /j I/ / 5'-0- i i 15'-8" i to b� I f I "21" $51n" I 17'-8" 5 3,-0„ f i I �I I II ,A SA f ___ 111 SLAB 11n" 2 14" CON[. �I m FM-/2X18 °^ i. 1., f , SLAB W, N r- m I I 31 /2" -� LL I 572 * �I 3, 5. SIM. I I c---- o 2 1A *71/2" f 1 to 1A 1 M 1.1 1.1 FM-12X18 1.1 .1 J F C-12X18 ' FM-12X78 FMC-12X18 4 4 1.1 1.1 10'-2" TAG" 2'-8" 16'-0" 2'-6" 21'4" 14'-0" 4'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" E FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -4-W, SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.E3INDICATES #5 BAR, [INDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CIVIL SHALL BE #8'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6X6 W1.4XW1.4 OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG -1 8" - 6 + 0"-0" FM-12X12 12" CONTINUOUS 12" FM-12X18 12" CONTINUOUS 18" - (2)#69 FM-18X18 16" CONTINUOUS 18" - s + 0"-a FMC-12X18 12" CONTINUOUS IV, #5 IN CURB VARIES 24" s • (-) 4" Ii N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003325 i b rbr 6 64 8VHD1V Se LOT: ABBOTT PARK LOT #30 BLK. #9 PROJECT 04181.006 30091 MODEIs 4EBB "1828-CALI" GARAGE SIM MO: RIGHT PAGE: FOUNDATION PLAN 16 PH C 30" MIN. EACH WAY MONOLITHIC FOOTING Z. }> ,v 2 STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d_ p. O CELL SEE PLAN FOR SIZE AND r 2 SPACING REQUIREMENTS Y SPACING REQUIREMENTS v— w ro V W .. I. vs .L11.vt �; • W GARAGE DOOR RECESS FM I Z 8" CMU WALL O 8" CMU WALL oI I > f CORNER BARS, SAME SIZE AS LARGER BAR W W 9" 0 _ � Z ° FOUNDATION WITH 30" LEG EACH I= y o +_ p-p• TOP OF SLAB W WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS N TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURBFO+,... " EXT. PORCH SLAB a' W/ 1/2" '� SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (15TORY) #3 18" '.... W. PORCH SLAB V ES ARI SEE SLAB SCHEDULE TOP— GARAGE I'I., .ILL v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE Y MASONRY UNITS SET �=pe AT ELEV: ISOLATION ., JOINT(WHERE 6" CHAMFER (2-STORY) #4 24" W/ 1/2"ISOLATION a 4" CHAMFER (1 -STORY) 6"CHAMFER (2STORY)• APPLICABLE) Z SEE SCHEDULE N5 30" JOINT(WHERE •r� APPLICABLE) z 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY #6 39 AND BAR QUANTITY NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SGALE: 3/4"=V-0" 2 @ GARAGE SCALE: 3/4"=l'-p" 3 CORNER BARS DETAIL DpD0q0qR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=l'-0" (1) #5 REBAR VERTICALLY W/ CONIC. 2 w POURED CELL 0 8" CMU LAP TOP PLATE MIN.OF 8 AND NAIL 1ON a #4 REBAR (�24" O.C. (a� CENTER OF NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT wm g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN Oa g W w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING v 0 >O 5' Do- I WALL W/ SYP 0U I 2" CAPPED S y NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI GALVANIZED PIPE O a SECURED WI 2- PART K S SPACING. SINGLE BTM. PLATE 1/2'kS' WEDGE ANCHOR W/2" . - W/FLANGE BASE p_ EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH 4 � � 8" UNO 0 FOLLOW ALL MANF. PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC ill F- - 4" CONIC., REINF. W/ I °'� K SPECIFICATIONS FOR V7 9G I USE AND SIMPSON SPH40R SPHB MAX. BTM AND TOP PLATE I-' f 6"x6" #10 W WM ON { SECURE FLANGE = m H PREPARATION OF ANCHORS W/ 10tl x 1 2 O7 C7 B-MIL POLY ETHYLENE I SLAB W/(4)1l4" X 2 1/4" 1 O HOLE. COMMON NAILS FILL ALL ALL /n w W � VAPOR BARRIER L -0" TAPCONS Z HOLES, DO NOT USE 10d W = Q WELL -COMPACTED I LLLJI x3" w SEE SLAB SCHEDULE X > CLEANILLTERMITE I CLEAN FILL TERMITE 111 TREATMENT SHALL BE p O� Q Q Q- 4 BORA-CARE0" Q' TOP OF SLAB . �i .. (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) r 8" CHAMFER (2-STORY)• a.�_ — e (2) #5 REBAR ON CHAIRS 17' MN. DEPTH INTO Z w I 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SCHEDULE VIRGIN OR ENGINEERED SOIL > OU COMPACTED SOIL _--SEE FOR WXD, BAR SIZE SLAB HEIGHT LESS THAN T-6' in PER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP SCALE: 3l4"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 8 FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-a SCALE:34"=1'-0" (W/UPLIFT) 1A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' LAP TOP PLATE A MIN. OF 48" ANO NAIL W/ i6d COMMON AND NAIL WI 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-R0WS, 4° O/C 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 W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE < a PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE O }} BTM. PLATE TO BE PT. BTM. PLATE TO BE PT. SECURE BT. PLATE TO W/10d MASONRY K C PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB NAIL m U SLAB W/10d MASONRY 16" O/C STAGGERED. ADDITIONAL METAL NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT N O 8"CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. �i +- a-0. POURED LINTEL CONT. (TYP.) W UPLIFT IS PRESENT. �0:; 8"CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE 2X WALL FRAMING Q Z SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +-0'-0" .-ry-p• Z MINIMUM EMBEDMENT INTO TOP OF SLAB :.. '\ TOP OF SLAB a• CENTERED UNDER WALL L AND GROUTED CELL, 4" FROM ENDS AND - n . POURED MONOLITHICALLY WITH� 18" O.C. VERTICALLY MAX �, .�` _ FOUNDATION AND SLAB SEE SCHEDULE eeSEE tANDBAR SCHEDULE- FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY EQ. EQ.EE EDULE AND BAR QUANTITY SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO NTITY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD n 10 SCALE:3/4"=1'-0" BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL 8 `� SCALE:3l4"=1'-0 (NO UPLIFT) 11 -0SCALE: 3/4"=1'" soALE:3/4"=1'-0" (NO UPLIFT) d N.RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407474,6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 g�$31 F L:J �a BtMDM S. W ABBOTT PARK LOT #30 BLK #9 PROJECT/ 04181.000-30091 MODEU 4EBB "1828—CALI" GARAGE BWMG: RIGHT PAOE: DETAILS 1 MPH . C I N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 0003325 V T� 33 b i�o C DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. -'j, d Z 1 . a 0 CLEAN OUT REQUIRED Q , FOR INSPECTION m TIETVERTICAL RE13AR a . - TO HORIZONTAL REBAR W/ 10" HOOK _ BAR SIZE 48 BAR DIA. Z W #3a42 g O #4 U #5 #6 #7 HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE - THRU FOOTING ZWtH STEEL REINFORCING IN GROUTED O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS U p ra/1 Z 8"CMU WALL 0 M '� SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) Z ATCH STEEL 2 REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD R SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" fur yr JLAO' 4- IVr ur JLAtl' n BAR SIZE 48 BAR DIA. Lu #3 181, "' L) 4 #4 24" 4 #5 30"08 35 6" PVC CHASE THRU FOOTING #7 42" MATCH STEEL REINFORCEMENT PERSCHEDULE #5 BARS a m1 EE Eli- r.IJ UNIT DIMENSIONS ©� ARE NOMINAL SIZES '8" MASONRY SYMBOLS 3 SCALE: 3/4"=T-a' ./f i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7744078 FAX- 407-7744076 www.ebdesfgngroup.00m AA #: 0003326 1 r ygi sUNDIV & I+OT ABBOTT PARK LOT #30 BLK. #9 PIoJEOT* 04181.000-30091 MODEIa 4EBB "1828-CALM GAM&GE 13WING: RIGHT PAGE: DETAILS 16 PH EXF. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 Wl (14)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x i 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS T. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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. 9. 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 P8836, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL- ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE WZWO INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL I T.OA. = 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 (ps) XH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)85 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 17'-4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX, 407-7744078 www.abdomigngroup.com AA A: 0003326 M b kbk 6 aUDDrv. as LOT ABBOTT PARK LOT #30 BLK. #9 PROJWT#1 04181.000-30091 MODEL: 4EBB "1828-CALM" GARAGE BWMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 16 M E C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ id' #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0- PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. / A !(`\A O 0Q F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 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) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ` WIDTH #OF#5'S, IN 2ND BOND BEAM COURSE y�\x�O 6-1 T/1 NOMINAL�,l g+Q HEIGHT #OF#5'S, TOP / B IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/1MMB INDICATES A DOUBLE BOND BEAM # OF #VS, BOTTOM AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/IM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/00 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •31M" WINDOW A' SILL Z 'SLOPE a TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/7=1'4' BE BOND BEAM .�1#5 � 8 � 1#5 TYP. B'k16" �p BOND BEAM 1#5 �gg SX16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR �. ' BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .y; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-r' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno PRECAST HEADER(MIN) 2x4 (MIN2X3)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 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4-) 8- FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114-) 8- FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4" = V-0" I - SINGLE #5 CORNER BAR, 30-30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM rueur_c CHANGE IN ELEVATION OF BOND BEAM S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoelgngroup.com AA #: 0003328 C i BVnDIV. & LOT•. ABBOTT PARK LOT #30 BLK. #9 Pno"=T/I 04181.000-30091 MODZ LA 4EBB "1828-CALI" GARAOS OWING: RIGHT PADS: DETAILS 16 PH E . C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-0 16.1T 1T 1T 1T/OB 1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH &8-1T 11IT eR0.1T 8l244T &211.1T 6192-1T 6I616 16 tTA 1T11 1TN 1THB -1Ti1 am-2T aHe-Zr 8*0-2T srA-Zr 81284T erax-2r 3'-0" PRECAST 1438 9n 3114 4217 5321 6428 7631 3'-0" PRECAST on 1024 348' PRECAST 1589 3624 4394 a289 6132 7001 2455 8113 6385 7708 9031 10000 1589 ss24 4394 5263 6132 7001 4' 0" PRECAST t085 700 2306 3125 3945 4786 8887 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3615 4570 6325 0079 1961 8113 7192 6624 7827 8751 1983 9080 3816 45M 5325 0079 4'-8" PRECAST 819 533 177o 24M 3033 30M 4300 4'$' PRECAST 398 591 4' 8" PRECAST 12D7 2582 3375 4043 4711 6379 1025 5743 7647 OM8541 7585 1207 2707 3375 4043 4711 5379 5�" PRECAST 931 1247 1999 25M 3123 30M 4249 5-4- PRECAST 411 411 5�" PRECAST 1016 low2374 2944 3613 4084 1319 4400 7196 7342 57e0 U59 1016 2275 2e3e SM 3901 4054 5'-10" PRECAST 817 1024 1031 2090 2549 30M 3470 5'-10" PRECAST 340 339 5'-10" PRECAST ON 1499 1971 2443 2916 3387 1161 3693 5677 sale am 5778 2080 2693 3107 3620 4133 8 8" PRECAST 892 1139 3227 3031 3707 4383 5061SUBe'-0" PRECAST 410 721 8 8" PRECAST 836 1201 1578 1955 2332 2709 1139 3227 4696 MR 1WW 8 836 2329 2790 3251 3712 T 8" PRECAST 570 998 2496 2205 28M 9191 9e66 T-0• PRECAST 303 534 T 8" PRECAST 718 1181 1482 1749 2015 ON 2498 34M 4664 7057 6472 727 2W5 2426 2827 3228 W 4• PRECAST 428 on 103 22M 7A81 2518 2621 9�" PRECAST 192 384 9'�4" PRECAST 454 P466 757 948 1129 1310 on 1874 2296 3061 4099 4899 572 1643 1969 2164 2519 10'-8" PRECAST 388 467 1247 1767 1904 2153 2028 10'$" PRECAST 151 301 10'-8" PRECAST504 356 612 755 899 1042 r�0 1407 1897 2761 gm 37e4 1472 1789 1710 19N 1114, PRECAST 330 644 1312 1742 2252 2868 9630 11'�1' PRECAST 132 417 11 4" PRECAST 430 406 530 853 T77 on 644 1912 1742 2282 2688 9662 4e8 1042 1972 1e43 1470 1710 12 -0" PRECAST 308 607 1210 IBM 2048 25M M91 12 0" PRECAST 111 370 12'-0" PRECAST 383 305 476 567 698 7e3 607 1210 1696 2048 ZSBB 3171 440 940 1900 1580 1314 1476 13'�" PRECAST 270 433 1046 1365 1732 2157 2535 13'-4• PRECAST 82 298 13' 4" PRECAST 306 303 393 484 575 845 414 1045 1365 1732 2318 2005 RBr422 1067 1312 1071 1203 14'-0" PRECAST 254 388 976 1272 1806 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279300 443 526 we 390 978 1m 1806 1960 2309 378 991 1122 975 1133 PRESTRESSED N.R NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED458 239 we 628 746 68614'-8• 1079 u29 1824 22n 2712 1237 u7a r1a 1514, PRESTRESSED N.R. NR NR NR "" NR 15-" PRESTRESSED N.R. 252 15'-4" PRESTRESSED Y1A 674 793412 1014 1340 1703 2118 2613 230 908 1134 1353 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T 4' PRESTRESSED N.R. 183 17t4" PRESTRESSED 187 328 305 451 587 600 300 85g 1121 1413 1730 2047 192 506 720 501 1135 1312 19'-4• PRESTRESSED N.R. NR NR NR NR NR NR 119'4" PRESTRESSED N.R. 148 4 IW " PRESTRESSED 162 266 348 430 513 595 235 736 969 1200 1467 1716 1e8 429 023 803 950 1098 211'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 2'1'-4" PRESTRESSED 142 219 306 381 464 527 160 we 833 1038 1188 1468 142 373 537 890 818 943 22W PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 200 359 428 497 196 784 992 1203 1361 137 966 519 an 779 ow 24' 0• PRESTRESSED N.R. NR TWO NR NR NR NR 24'-0• PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 3W 418 129 W4 824 1014 1147 124 319 1 456 581 687 799 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6073 FAX 407.774-4078 www.abdealgngroup.00m AA k: 0003325 a d o [ABBOTT tMDM & LOT: PARK LOT #30 BLK. #9 ROJECT#1 04181.000-30091 MODEL: 4EBB "1828—CAU" GARAGE BVrMG: RIGHT PAGE: SAFE LOAD TABLES 160 H E . C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' 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/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI A 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / 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. FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-W78 FAX: 407-7744078 www.at)designgroup.com L AA A: 0003325 A go 6 Yo 64 ABBOTT PARK LOT #30 BLK. #9 PROJECT 04181.000-30091 MODErr 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: FRAMING PLAN k..l60zWH ER. C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 } NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 r NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 � NAILS TO GIRDER W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IX2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM —J SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/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" On TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LRS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SlaTYPICALTRUSS/SS1b 1c GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING ill" GYP. WL. BO. `0 /"—,�FLOOR TRUSS CONNECTION @ L.B.W. >* 6QALE:3/4"=1'-W (NO UPLIFT) ENGINEERED WOOD TRUSSES ---I PLYWOOD SHEATHING, SEE 024" O/C, SUBMIT SHOP "ROOFAWALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (9)10d x 1 ? NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR L--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HD TO CMU AND (12) SOS }" x 2 J" TO GIRDER B-(t) SIMPSON FGTR GIRDER TIEDOWN WITH (2) } x 5' TITEN HO TO CMU AND (18) SIDS }" x Ix2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) l6d GALV. COMMON NAILS. (2)? x 5"TITEN HD TO CMU AND (IS) SOS }" x 3" lx2 SECURED WI 10d MAY BSCREWS TO GIRDER (EACH TIEDOWN) MASONRY BOND GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" OIC 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.) r2a TYPICAL ROOF 2b 2 c GIRDER CONNECTOR(S) - LSTA12 20 GAUGE W/ 10dx112 HOG NAILS @ EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18) 16d x 2-W" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB — a GIRDER/WOOD POST CONNECTIONS 5 # 1100 UPLIFT SIMPSON — HTSM20 W11010d TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 I Od TO TRUSS AND (4)1/4" x 2114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) -W BRACE SEAMS) 30'-1"TO 69.0 (3)'X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-O" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX /2X4 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1X4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ V MAY NOT BE (2)10d's @ EACH TRUSS N 11 yay a F- REQUIRED TO BE INSTALLED @ 10'-0" O.C. MAX. BTM. CHORD OF Tr WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. ._ 1x4 BTM. CHORD BRACING 6'-0' O/C J SEND WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 7 BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE: 314"=1'0 NOTCH DEPTH I/4'D THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE>5V USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING 2/5"D SGL STUD OUTER1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN A)ANALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND i 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, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 011 SUBJECT TO FI AND F2 FORCES. HOLE DIAMETER E < 3/5"0 DBL. STUD STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS SCALE:3/4"=l'-0" $ SCALE: 1 ll2"=1'-0" MIN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003326 1 eUDDIR as LOT ABBOTT PARK LOT #30 BLK. #9 PROJECT* 04181.000-30091 MODEia 4EBB "1828—CALI" GARAGE 8WINO: RIGHT PACE: DETAILS 160 MPH EXP. C eUDDIR as LOT ABBOTT PARK LOT #30 BLK. #9 PROJECT* 04181.000-30091 MODEia 4EBB "1828—CALI" GARAGE 8WINO: RIGHT PACE: DETAILS 160 MPH EXP. C 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. -�` WHERE X-BRACING IS PRESENT AT BRACE Wl (3) 12d C EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) W BRACE 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-8ANO FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES Q 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" OIC AND APPROVAL SECURED W/ (2) 12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34"=1'-0" PRE-ENGINEERED 02VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOODTRUSS (TYP) ® 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)1Od's Q EACH TRUSS TO BE INSTALLED @ 19-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003326 9t r F y�i 4 o o S BUBDM & L ABBOTT PARK LOT #30 BLK. #9 PROJIDCT# 04181.000-30091 MODaZ 4EBB "1828-CALI" GARAGS 8711ING: RIGHT PAGE: DETAILS i6 H E FES DA 1/25/21 SCALE: 1/4"=1'-0" S*Im= S3.1B mvur mmij UC.711'l1V rmm-soyKC3 le ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 87.18 PSF (77.18) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE SM". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wes: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -SEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES CONCRETE ARE TO BE 311' ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION OF CHAMFERED . 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 40EMBER ANSISPECIFICATIONFORTHEDESIGN PROVIDE 649L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS044ROUND WHERE INDICATED ON ELASTICITY= PSI.ALLWOODTNCONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL IO COLD•FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONS DRAWING& SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. W000 FOR NONSTRUCTURAL USES A SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTIONTHIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/A1D64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SWILL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3' 0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. W NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS/ F B TURF F L UO D E MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A815M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A448/A418M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. E A. A D L BE H NI GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "BOSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psfAND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED psf TOP CHORD -nan-aoncunent REV20 TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 n psf STM CHORD -ooncunent 08 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS N ACCORDANCE WITH ANSUASCE 7 88: 1990. 18 pH TOP CHORD psf TOP CHORD WWI ASPH SHINGLES) (1 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1 CHORD 5 10 psf BTM CHORD 5 af BiM CHORD p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I OW MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD SOW WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RINGSHANK, 212" 0.131 SCREW SHANK 170,000 ING LNG RI RNGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK ER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS (04" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3.3e, 3r 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES li ' RAFTER OR TRUSS ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER WI BLOCKING 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING G 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6"-8" O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS WIND: DEAD LOAD SPEED -180 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED 70 THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN 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. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE. AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDSJOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fYn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT , THE C WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN gpECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE AMAXIMUM 3/6' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SLAB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 86% OF THE SHALLBE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL RESAR 6 X BAR NO. (48 BAR DIAMETERS).. U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE OE0.TECH. ENGINEER, THE MATERIAL, FABRICATION. AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE" SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A3WA36M F = 36 ksl FOR ANGLES PLATES AND WSHAPES STRUCTURAL TUBING SMALL BE ASTM 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-OWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PNORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM C94MOR MEASURING, MIXING, TRANSPORTING ETC. CONCRETE TICKETS SWILL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WATH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2"FOR06ANDSMAUER 2' FOR NET AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SUBS, WALLS AND JOISTS 1.1R" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Y A500/ASOOM GRADE S. F = 48 kN. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B. TYPE E OR F = Y Y 35 kM. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3126IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J43OLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTgN BASE TYPE SPADING REMARKS APFYIGTx)N 9GE TYPE SPACING REMMKS -FUR CASE HARDENED COIL 3,� GARAGE DOGH NICK 1/1.OLA TAPOON MASONRY 11?EMBED„1'E.-T., MA90MYICONO. NNLII?LONG. TO MASONRYA c. wO WASHER FASTENER 3, 11?EDGE OR:T. EGO, AL.E%T DDOR4 EASE HARDENED COIL S'OIC WINDDWIDOOILFASTENED GARAGE OODR FUCK 1?Dw. W/ EXPANSION BOLT t1'pC 1'EM3-ED 1"ENDOIST.. 1A Pr, SEE NOTES FLML I tn'LONG. STAGGERED I__ WASHER 3- EDGE GIST. wPlDow eucx CAeE HARDENED COx — WBIDOWIW01eFABTENED MFraS TO CONTACT THIS ENGINEER FOR SPACING Ix Pi, SEE NOTE. NAIL 11?LONG. STAGGERED INro MP.SON— MAsoewrl coNc. REQUIREMENTS EXT,SWNG DOOR p)Y189w. TAPCOM 112 TED,TEND. NON-0EAWNG WOOD ExPANSION 1'EMBE—END BUC:(LT, SEE NOTES NO WASHER FAETNER 14'OF MET., 11?EDGE pST. WALL TO CONC. SLAB WI WASHER BOLT ��� DIST., ]•EDGE DENT. Z L PT WIND WD' 0.138'PAFS'dc 1'FNO. DIST.,II? PT TOSTEELWL,EEE WI WASHER STAGGERED EDGEDHT. NOTE 3 1�STF�APLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SWILL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SWILL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J I$ o V J F `�j� 3 � ` m�y ` tC C � p 6 p��j a WII 1AlplmojzcT# LTHDIV a.LNOT:BBOTT PARK LOT #30 BLK. #9 04181.000-30091 MODELS 4EBB "1828-CALI" GARAGE S:RNG: RIGHT PAGE: DETAILS 160 MPH . C ES DATM' 1/25/21 SCA=: 1/4"=1'-0" S N1 b. C 1