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Home My WebLink About7834 Broad Pointe Dr99 .1828 99 04EBB 0CALI HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tei: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILIN CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATES 2 3 Wo CITY OF ZEPHYR PLAN EXAMINER • 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 .� 1 OW. N M 1( m •� 1 L WA� �M CY RESID GROUP •OWVfAN4l - RplIyCNT� VI�Vyf RS •CONSTRUCTION TYPE - VB '�• WERIOR FINISH - CIA33 B -BASIC HIND SPEED - Vult=160 MPH VBBd=124HPH '�� _ C • 1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND .STATE CODES ABV. ABOVE LAV. LAVATORY AD AIR DJUSTA CONDITIONING MUM. LUMINOUS ALT. ADJUSTABLE M.C. MEDICINE CARNET ALIT. ALTERNATE MIN. MINIMUM TUBER B . AMPERAGE MIN. MINIMUM B. BOARD M.T. METALTHRESHOLD CL CENTER IRiE MTD. MOUNTm CAB. CABINET MTL METAL SCALE CLG CEILING N.T.S. ON CENTER CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PM PROPERTY LINE CPT. C.T. CERAMIC TEE PH PHONE D. DRYER PLT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION It RISER DISP. DISPOSAL RAD. RADIUS DP. DEEPREP RETURN AIR (BtIId, DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. RGGM DTL DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOI.roCOREEXTDR EA. EACH S.D. SMOKE DETECTOR EQ. EQUAL ON S.H.IS HUNG m. EXHAUST SHTHG SHEATHING EXT. EXTERIOR SEAR. SHOWER F.G./FX. FIXEDGLASSSB.1. SIMILAR F.a FUEL GAS sL SLIDING FM. FINISH STn SLANDAR ASS Flit FLOOR STD STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL SECTION FTQD FOOTINCH G TEMP. TEMPERED GLASS GA, GAUGE THK THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP cL. Doss TYP. TYPICAL AB TYPICAL GYP, BD GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSES® OTHER WISH H.C. HOLLOW CORE V.P. VAPOR PROOF Iron HEADER W. WASHER, m°Su°RF`I INSULATION W/ WITH WM WOOD TNT. INTERIOR W/H ATERHEATm W.I. WROUGHT IRON DATE DZSCRIP ION OVAM Cpy WD ARCHITECTURAL SHEET DESCRIPTION FX I✓PDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES G Al -FLOOR PLAN " PG A21) ELEVATION D" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—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 ��/� (�� jjE-��D 81D11GELEVATIONBADDED 03AAAB COT1 RE-IABUED WWV*1ONPER KBOAS CDSRE. D ADDED wmLEW FOOMt AT GARAGE DETA L (FM MY s) PLa MAWENANce P&nW4/15 REYM LMEL BILE AT FRONT QUERY DOOR •STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ADDED ADDITO AL RECEPTACLE IN GARAGE PER WLL BATBON RELBJDR. CALL. S REVISED NVAC VOLNES ON B61FT CALL WA U.E (hELBJSQ.FT. MMS ADDED EXTERIOR MONO DEEP FOOTEW DETAIL 0/811A(ORL) LIVING we GARAGE 43C Sa FT. ENTW K 8a. FT' LANAI 86 sa FT TOTAL 2�2 eo. �' Olr/tIAB ADDED LED Lrwre •NOT( F!N i EWTN PER rLelac BouEB CVWM ADDED STOE OPTION ELEVATION C 1 D (TAMPA) ByryB ELEVATION Ys' 6IDNG-ADDED LOUVER GABLH ROOF 10f15)Iy ADDED OPT. 8'-0 CEILING FEIGFITS STRUCTURAL SHEET DESCRIPTION PG Si —FOUNDATION PLAN PG S1.lA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DIED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED FURTHER DETAILING OR ON IN ORDER TOO M BUTHIS PROJECT BASED ONTT IS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL 'WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO , I WONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE ILSQf GIRIERATBD FOR UNClFAR ASPECTS OF THE ONSTRUGTION BASED ON THE DRAWING SET. I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdem4ftmup.com AA #: 0003325 b aumzv. It LOT: ABBOTT PARK LOT #25 BLK. #8 PLZ 'T 04 .0 - 082 MOD=, 4EBB "1828-CALI" OALRAOZ 8WNG: LEFT PAO>a: COVER SHEET 160 MPH EXP. C MERM. NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALLBE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) M EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.1.2 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WAND 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.&l:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 135INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-10INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302&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.28 GAGE (0,48 W SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS ORCLASS 1 DUCT BOARD OR OTHER APPROVED MATERIALAND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302& THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. $$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 REPORTAND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTMD1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y-O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICOES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT 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.' TIER 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 8- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE W AND THE MINIMUM AREA SMALL BE 8 FT .SQ. PLUNBI Ill 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 1/2' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3W5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. E1RlRgR WALL COYEItlINi6 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 TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FiNIl U 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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, ill' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & AST"1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -I IA AND R703.7. FM REMITANTCONIFTRUC110N UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE ROTA PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 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 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abds*W*mup.com ` AA A: 0003325 Lays' b 0 BUMIV. & LAT ABBOTT PARK LOT #25 BLK. #8 P tO Tr O25 8 HODrtu 4EBB "1828- CALI" GAPL"R 8WD9G: LEFT PAGs: GENERAL NOTES %160 MPH EXP. C D . 11/zo/1a scALs. 1/4"=1'-0" sxssT GN 9*- 39'-S' II - ° ttttl ° °Ilttttttttt °Ilttllttttt ° °Ittttl ° - ° I° - ° - i- 11 - - n 0 1' IV p olll° -—i'--`a'Itttttll° ■ - MESo � i - li - r - � 1 - ■ - -Ti - y mm �► h � i - ° ° • - - © - ■ AS REa rV1 °MR - CODE - - -I °GAME " 1 :!' ° .I i :1 - ° i - -ITS m - 0 i ! oltttttl° �. �°Itttttll° °Ittl° °Ittlo tl I �I FLOOR PLAN SCALE: 1/4' • I'-®' Itttttttttttl SQ.FT. CAM'S LMNS 1,828 SC! FT. G4RAGE 430 SQ FT. ENTRT IS Sa FT. LANAI 88 SQ. FT. TOTAL 2,362 lba FT. sm1IIDwo E 8 wDwa Mom Imm ME froWHINDM0 ttiNKi MIN. WINDOW w 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 OR MIN, CRITERIA 86D. MIN. 41 5 31/-39 CRITERIA IS" 111411. 112 5 282/-" BASIC HIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-R, EXP.-C, MEAN ROOF HT. - 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL 1F1ND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMMI)AIDONM D6L. TOP PLATE 0 m BAR DETAIL NOTE, -2-5 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 I -LAN. -OTHER OPENINGS EIETWEEN THE GARAGE AND RESIDENCE SHALL BE KGJIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3W (35 MM) IN THICKNESS, SOLID ORHONEYCOME-CORE STEEL DOORS NOT LE86 THAN I "' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.7744078 www.abdosoVmup.eom AA M: 0003325 � C S . b O 55 d sumly. k Lo ABBOTT PARK LOT #25 BLK. # 8 PROaMT 04181.000-25082 lwDZIw 4EBB "1828-CALL" OARAGZ awixCk LEFT PAOZ: FLOOR PLAN 160 MPH EXP. C DATM 11/20/111 CALM 1/4'=1'-O" sii>Qis."P Al •/-IB'-4' BLDG. HGT. 40 FYPON LV12X24 OR EQUIVALENT 0 0' F TO CONTROL JOINT (TYP.) //// Ea .. EQ. -o TO CONTROL JOINT (TYP.) 11I►i7 �' l�_� ��I� FRONT ELEVATION 6CALEI 1/4 • I'-0' TEXTURED FINISH NOTE. UW" FENESTRATION FLAS14MG A6 PER RDCR R103A SHINGLE HOOF F'I•PON IBKTIDCM OR EQUIVALENT 110 16'X62' PYPON DECORATIVE "TTER6 OR EQUIVALENT I IM' 4' RAISED BAND (TYP.) 0—� 0' F N. FLR. OFF RIDGE VENT OFF RIDGE VENT I�f RFAOFAT7IC = 2M SO. FT. NETPREEVENn1AIM AREA NB MED = 1/3m RECIINNDVENTRATTONAREA mm P" _ TJR VENTILATIONAREA ISO, INCHES PSAFL UAB = 1734L72 S0. IN. NON. OWNED VE TRAI R .SR 113472 IN UPPER PORTION OF ATTIC S036 n IN. OFF RII:NEVENTRATION AREA nS SM RI PERVENT Sam /135 uMOFVDRSREWIRED = 493357 usOFVENTSNNTROED = s 'ARFAOFATTIC 6114EPERNTEI OF THE HOUSE. LESS THE OVERHANG EATERNRIOFWALL TO EfENOROi WALL, INCLUDEDI FliII111LE1 7m IN -.-- ] mc=� — NMI v REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT r-ra- r-vr �o 0'-0' FIN. FLR LEFT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINI614 OFF RIDGE VENT OPP RIDGE VENT F-14�i i0 RIGHT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH _0. B'-m' BIW.. HGT. v I 2' 'm I I I I I I � I I I I I Y I-4 l 1 DECO. DTL. A -0' FIN. FLR 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdalgngroup.twm AA w: 000382E p tggu( ffi d o 'Qu � its� a g R A p 0 Is TIT "numm aE Lop ABBOTT PARK LOT #25 BLK. #8 PRDJWT,P 04181.000-25082 MODR e 4EBB "1828—CALI" GA2RAGM BWDM: LEFT PAGM: ELEVATION I'D" %160 MPH EXP. C m ELECTRICAL LEGEND SYMMOL DEFINITION NOTES GeV OUTLET 20 A"IWALE POLO nOV CUTLET �, ouTLET w OF MUTT ow TO AN7011 —R� QPI RID'✓ CUTLET ,,,M GWNpWooR WNTIM ttPN) nov DUMW (4) MIND OORenTION rt-F 6N ENT. 4A2EIPROW OUTLET 400*U D FAULT RNEIILNMER DUTCH BDATCH a -WAY OPER DUTCH 4-01AY CreptCrept' �W4 WALL V CELDA LIGHT © LED CLAa LIGHT LID VAPOR ©vp F slow LMNT O VP VAPOR Fob" L1SM OPEaawD CAN eVBR. PAN I a" PER Om Pr. M14.1WYLI PAN 01R 1 O7M PER an R. PBf i !SPEED'S ATA K ® 2-NLIS Il1LaF uNDIND ~ FQ L AR7aD fE1NP 1'MJ 2' RACIESCEW 4' PLIIO"NOR"' p�p F�—e—r--e-1 d 1' 1RAGK LMN3 O PMRL 111101111 METER SD. ( mam = CI= +D �� lw•' km INITEC IOR ®O�G 0f7KE was D!7[CTOR SMALL W A DISTANCE OF NOT Law THEN 4' FONDANT LAIR NATURAL GAD OUnM 01- 11SLIPN01t JACK uH WAUR. R aLUTEe DISOm•N,Or ACdD DIIr�NN,CT 1 N❑ ISLIVOIGN JACK L Q 10 M WrrPPORINR N N a4 AgrAXIHARRO J-DOt 11UIC111100 M AS S TO M SH•PORTm N CELDN NS6LIONT ACCOPCWX E W SOX M MUCH 1OR pummilcIrlam 24' Bc.ND..aNT �s LIBHT STRIP Anonnn 3r' M¢A/caacTa4r LISIR 811Se eeeeeerTn 4I'a4DA•Deaee4T LMHT 87W FLOOD LION, OPT. MEc4aITr KEYPAD • PAL PIawsur OA FOR CNMNS UM PM • LOCATION OF TV JAC" 4 PHONE OUTLETS 4 PANS TO M VORPIND 0 HOMINOUIOR PRE -CONSTRUCTION MMTINM • ALL IS 4 20 AMP NRNNa1 C114=7111 TO W AMC FAULT PROTICTIO PNR ELECTRICAL PROVISION, OP BEW .10 1N! TND CRCIR. • CNR d ISLAND KNOT ON KITOW N CIR711T) • OMWBMNEIR DISCONNECT TOW LOCKOUT N PANEL • BATHROO.1 N)IHAMT PAN TO wVI PAN. CAPACITY OF Be a" PITEIW1RTOVI FIR aLEC71ECAL NNOVISCNN, OF "OIeT13 • LL RCEPT FAULT CUM P-MEIWNM"M PROIISTOON PM F lfM DN BL ON PNMNS • MARM METHOD MALL W NDN METALLIC CABLE PER NLCTRCAL. 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Rap LOSS T"AJC Swm Fed 1 Galatiu44,1taswl Fl. •J484 H4 I m K1001L 65 Gd d Lw..ARa CNaS TMd vafY Gard W A Ra Fad A a 01T I I I a I I _ I I eL I I I I a I I M I I I I L I LED LIGHTING DOUBLE LAV. OUJNER'S MATH 150 AMP ELECTRICAL RISER NOT TO GMRAL NOTES, A ELECTRICAL MIATNBALS AND INSTALLATIONS SHALL C014iY WIN ELECTmcAL. PILDNSCNS OF THE BEGIM i 11 LOCAL S, AND ALL LOCAL PO SR COMPANY Paujpwmmm IL ALL CONDUCTORS SNAIL W TYPE TM44011411N UNLESS NOTED OTWMN AN. PROVIDE WAN", 12"40 VOLT. I PHASE SWOIDARs ELECTRICAL SEIRVI E. PRONDN 3 M COPPER Kau N 1-1/1" DIA GCw1CUL2 M PVC CONDNT on PROVIDE 3 *0 A/JMNM (AL) N 2" DM 600MLE SO PVC CODMT USLm SERVICE a PROVIDED K THE ELECTRIC COMPANY. COORDINATE wTW THE ELECTRIC COMPANY PRIOR TO So. 1 I — I I eLe I I I l J LED LIGHTING ® SINGLE LAV. • MATH 17 2' CONDUIT OR 3 OR to eWEI1MAM&J COSNATION UFMM I WAIT 0 Duscome T SwTCH 00 0"'ov vC ELECTRIC METER N 1 HIM NNCLOMM LPIl� n: Nffmvry mNONOM 11104NAL AT LOB VOLTAGE CONNECTION, 144 CU Got,,= ONam CONNECTED, TO CONCRETE ONCASED FQOTON STEEL PER ELCTRCAL PROVISION OF THE WrAktrh MITIa4 r2wR1 WS" CA N • PT LCNA COPPER CLAD dMUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdosWocup.com AA M:0003325 egg Za to MIND IN Q W o OUDD1v ae LO•D ABBOTT PARK O LOT #25 BLK. #8 PRD"MT 4 1.0 - 0 U0Da14 4EBB "1828—CALI" 0A1u0E awnaos LEFT PAOET ELECTRICAL PLAN 160 MPH EXP. C DRUM DwT 11/20/19 SCALE: 1/4"=1'-0" st1Ea: r E1 2' VTR t� I i1112' �y r 1/2 1 � 1 2t LAV I i t 8 I< I I .2 sw1R In. 2 WABNER el J SIITC14EN 2, KING UY AUTO VENT Tina PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. V4 . V-0' TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T748078 FAX: 407-7744078 wwwAbdes*Woup.com L AA 0:0003325 6 S Jill 8V>lDIV. 1k IATt ABBOTT PARK LOT #25 BLK. #8 P24 JSCT - 9 MODEL: 4EBB "1828-CAU" GARAGN BVrVaN LEFT PADS: PLUMBING PLAN 160 MPH EXP. C rmarr 0'*, DATM 11/20/19 SCALE: 1/4"=1'-0" 829mm P1 kk HVAC NOTES L ALL MECHANICAL EGUIF7"ENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS WALL DE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FSC 6TH EDITION (20M) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING 15ATHTU68, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE UTH FDC 6TH EDITION (201T) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 'A ALL FIRE RATED CEILINGS AND WALLS @HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20'I) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPL' AIR HANDLE EVAP. TRAY SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL I AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y V4' PVG CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (20M) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS FIN. FLOOR OR WALL --FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.VL OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP N LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LIPS• SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN RCEILNG EXHAUST FAN 4 LIGHT C/A OUTSIDE AIR 8 THERMOSTAT ® PASS-THRU AIR GRILL SECURE STRAP TO GONG. W/ (2)-3A6W* TAFCONS � IT R SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE GLAD SECURE STRAP TO UNIT W/ (2) bXI 1/4' WT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAW 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FN.GRADE OR PAVING SEE SPEC. r I'-8'X8' COW G FITTING OR EXTENSION TO 801E OR WASTE AS REQUREO nEXT. GROUND CLEAN -OUT (TYPE Now, ALL MECHANICAL EQUIPMENT WALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. D I El 14' LANA I 14X14 14XI4 I 1 0SU TES LIVING ROOZ# 12X8 17X8 S. - v 6, F/L S' . — — — — 12k8 ® �� I 4 i 4. ♦ I W.I•C- I - - - - - - - - = ------ I I I --- - u 14- I • ii EEI - - - - -MICHE 1 u i Di LAI.lI�i. I I n i BDRM #4/ -- T 10X6 4' DRYER V.TU¢ - I I 6' I 1 � L� 6' O ' 1 1 L ----- i DWI 14.6 5' T. 8X4 GR1 GARAG 8X4 ® ---------------- FOYER I I - - - BDRM.#2 I I0X6 MECHANICAL PLAN SCALB 1/4 . I'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 327150 PH: 407-774.6078 FAX: 407-7744078 www.abdeaigngmup.com AA k: 0003325 IFF- ?? Q 0 W �!1 I [OVSDIV. At LOT: PROZZOTO BBOTT PARK LOT #25 BLK. #8 041800-25082 MODZIa 4EBB "1828—CALM" CAPLAOR SWEWO: LEFT PACT. MECHANICAL PLAN %160 MPH EXP. C DA il/20/19 EICALM: 1/4"=1'-0" EtliS�T M1 2X4 TOP PLATE PER Put A PRE -FAD TRUSS V2' rm BOARD V2' ow wA -L -1)- SECURE W. — PLATE TO SLAB V IOd MASONRY NAIL • 32' OG. MAX FIN. FLR 2X4 WOOD STUDS 024' O.C. '71ZI IIY PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IFi' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' OTC. TYP. INT. WALL NON—BRG. Dl SCALE, 3/4'.1'-& 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- '5 (2) COURSE DO NOT CUT THE BOND BEAM RESARS 2a PIPE THROUGH BOND BEAM D1 SCALE- 3/4'.I'-0' OLM F` KAWN POR OAS LN ew GYP. 0. m xo wa B GAS LINE THRU BLACK •.r VT' TNCX 2 COAT - PORILMO CBriR PLAOTeR APMAD DIPMmy TO rLYCNWf LL "m IidD FnoD1rT may..lm `OvwRAD DOOR APPROVAL MW v1R?IGL �• r rtL Rr aazws a GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-m' FIBERS-sLASB SNNGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 90 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES FIBERGLASS SHNGLES OR SYNTHETIC RW5JJ ON I' 0.62L OVER s30 FELT PAPER OR OVER WFELT PAPER PI®ODIJCT, INSTALLED 9HEATNNG OR �' COX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION ROOS.0 PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED FASTENER SCHEDULE R905.0 ON J' OAJS. PER SECTION RWS.L1 ON �' ObJB SHEATHING STIFFBACK AT ALL IPRK,NTS SMATHNG OR }' COX ON I}' O.SD. SHEATHING /5, GYpguq BOARD -,,OR i' COX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR }• COX PLYWOOD OR V2' HKaH FASTENER SCHEDULE 0 PRE -END WD. TRUSS I ® MTL. DRIP EDGE SECURED PER STRENGTH CIA, TYP. TYP. FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER i�PER ELEVATION 2x FASCIA PER ELEVATIONS Y— ELEVATIONS SEE ENERGY CODE FORMS FNl ` CONY. 2x RAT RUN SECURED PER ' PREINSULATION R-VALUES �'ft VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FORME POR MTL. DRIP EDGE MTL. DRIP EDGE PRE -END' GADLE TRll86 INSULATION R-VALIRS PRE -END' GABLE TRUSS I..m. PER ELEVATION WEEP SCREED 4,11EIR ELEVATION WEEP SCREED 2x FASCIA PER n.p 2x FASCIA PER Ir ELEVATIONS CA : 4 ELEVATIONS 5/V GYPSUM BOARD OR 1/2' 2x P.T. SECURED R-4J NSULATION STRUCTURAL DET2x P.T. SECLIMED AIILS ER HKaH STRENGTH GLG. BOARD STRUCTURAL DETAILS VENTED SOFFIT VENTED SOFFIT WINDOW ATTA=WMENT �AS PER MANIJFAGTUREB SPECIFICATIONS s R-4J NSULATION V2' THICK, 2 COAT REFERENCE WINDOW ATTACFMENT AS PER PORTLAND CEMENT STRUCTURAL MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE bc2 P.T. FUR I G STRUCTURAL STRIPS • 24' CO. :'i i:•. 14' THICK 2 COAT PORTLAND b,2 P.T. RJRRMG STRIPS V2' THICK 2 GOAT PORTLAND S' CMU CEMENT PLASTER APPLIED V2' THICK, 2 COAT V2' YP•WL. BD DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 1/2' GP. WL. 50. PORTLAND CEMENT Cr Al WOOD BASE DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED � DIRECTLY TO MASONRY O'-0' FIN. FLR. L a n W/ WINDOW OPENING n : 0'-0' FIN. FLR e . .. n TYP. WALL SECTION " NO OPENING NOTE, PER SECTION 905.1.1 - FOR ROOF (j)1—STORY HIP BLOCK WALL ( )°AAYERUNDERLAYMEANTSYSEM SCALE, 3/4'.I'-o' 18 REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D (0151 a . <'< • 4. n W/ WINDOW OPENING es 0'-0' FIN. FLR a' a a.. . B TYP. WALL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'.1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744i078 FAX: 407-7744078 www.abdesWWoup.00m AA N: 0003325 E lu O d a NJ 0 mmp oumiv. all ED ABBOTT PARK LOT #25 BLK. #8 P1RDJWT 4181. D[o u 4EBB "1828—CALI" GAPAGM 81fEWCH LEFT PAC& DETAILS 160 MPH EXP. C Ai DA � 11/20/19 111CALIM 1/4"=1'-0" Simcm 11111. D1 TO BLK IW (2)V)W A -BOLT! 4' EMBEDMENT MN R AND NJT SPACED EVEN.`( FROM FLOOR TO O�m�■�fl�■w EI v V Im 2X&CI 2xa a,ARAae DOOR eIICIK Ev (5) E VW A -BOLTS 4' 040EDMINT MN. ILL/ 270 W4SHM AND Nft SPACED Y FROM FLOOR TO GARAIM DOOR WM N JOINTS PRIOR TO FILLNS. 1-2Xi W BLOM a CENTER OF E DOOR HEADER W(U)L'16' J-DOLTS 4' EMBEDMENT SV YW'XK' WAGwm AND NUT. MAMPACTUMM INSTALLATION N5TRJCTkX* W4:IE SUCH MTFI=I" AM MORE STRNNEM GARAGE DOOR T HUCK ATTACHMENT -. - L.2 1'X4' OR V)O' P.T. NAILER TW14 P.T. OR V4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1 4' INTO BLOCK W/ WTAPCONS (MIN. SHANK SIZE JO MM. HEAD SIZE 300 MIR EMBEDMENT I-Yi WITHIN S' OF EACH END 4 WS' OC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 xMDOx + 4 OR + 4 A SCALE: KT.S. 2X4m SECURE TO BLOCK W/ TV TAPCONS (MIN. SWANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN S' OF EACH END t NOTE: STRUCTURAL 2X W Or— MAX SPACING. MUST BE ON OUTSIDE 4 2X0m SECURED THROUGH SE�80 BLOCK W/J-V NON-STRUCTURAL i(e' TAPCMIN 1 (MIN. SHAW SIZE .145 T MENT INTO BLOCK EMBEDMENT MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Yi) WTHIN S' OP EACH END 1 'DRYWALL IB' OZ. MAX SPACING. ,-I'X4' OR MCI' P.T. NAILER 2xim SECURE TO BLOCK W/2.-ft "� )4. OAD. X 4' MIN. TAP(MIR SWANK (MIN. 6HAAIG SIZE .HS DOOR CASING MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIR EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 6' OF EACH END 1 MANUFACTURES DETAILS. b O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) // %n1 �Owomw TO B10CKJAMB TO L+1l1R%18'�" SCALE, KTA. 2X4m SECURE TO BLOCK W/ j(t,' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X IS' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X0m SECURED THROUGH SEA BLOCK GV2-VNCN'STRUCTURAL V TAPCON MIN. I-Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT IN) DRYWALL WITHIN W OF EACH END 4 10' Or —MAX SPACING 'X4' OR 1hC2' P.T. NAILER El2XSm SECURE TO BLOCK W/2-%' TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER IS.00 MAX SPACING MANUFACTURES DETAILS, Mpla. MI YM®aD TO'Wf.W� fOO,tlI aIY�C.F! DOOR JAMB TO BLACK +3' E SCALE, N.T.S. ZX4m 2X4,m 2X4,m SECURE TO BLOCK W/ i(e' SECURE TO BLOCK W/ I)(N' SEGO BLOCK W/ V TAPOONS OR (MIN. SWANK SIZE J45 (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. 14EAD SIZE 300 MIN. HEAD SIZE 300 HIM EMBEDMENT 049 MIN. EMBEDMENT 049 EMBEDMENT I Y4) WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X WITHIN B' OF EACH END 4 WIT WITHIN S' OF EACH END 1 NOTE, STRUCTURAL 2X MAX SPACING MUST BE OUTRIDE 4 W!' O.C. MAX SPACING. 16' OZ. MAX SPACING. MAT DE ON OUTSIDE 4 2Xim THROUGH 2X6,m 2Ximo SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL IU(a' SECURE TO DL W!J- • INNSECURE TO BLOCK W/2-' NON-STRUCTURAL t)(e' TAPCONS(MM. SHANK SIZE PIC TAON MIN. I-Y4 TAPCONS(MIN. tANC SIZE TA100" TAPCON MIN. I -A' 145 EMBEDMENT INTO BLOCK •146 MIR HEAD SIZI)*O (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 MIN. EMBEDMENT I Y4) MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN S' OF EACH END 4 PU S' R -' 1S' DRYWALL WITHIN S' OF EACH END 4 IS' OC. MAX SPACING 8' CMU WITHIN S' OF EACH END 1 S' GMU YJ' DRYWALL IS' OC. MAX SPACING. 2XS,m IA OR I'X2' P.T. NAILER I DRYWALL I'X4' OR I'X2' P.T. NAILER W6' OC. MAX SPACING 2XSm ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK U,V2-INe' 2X SECURE TO 2XS,® SEATO BLOCK W/2-i(N' D OOR CASING SEATO BLOCK WRaa' CASING T14AFCONS(MIN aHAralc SIZE 7UVd�WITHM 8 OAF EACH (MIN. SHANK SIZE MIN. SHANK SIZE J45 MIN. HEAD SIZE 300D / i' TO S' OC. MAX .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT 1 Y♦') OOR CASING MIN EMBEDMENT i Y4) TTACHI TO 2X PER MM EMBEDMENT I Y4) TTACH TO 2X PER WITHIN S' OF EACH END 1 B' OC. MAX SPACING. DOOR JAMB OR WINDOW TT TO 7X PER WITHIN S' OF EACH END t MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. IS' O.C. MAX SPACED. 1S' OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) NOTE: SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4) NOTE, SWIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1//Le DOOR JAMB TO BLACK +2 ��4' DOOR JAMB TO BLOCK +3' / of xDrmx TO BLOCK +1-1/2' /T,1 xDdDOx TO BLOCK +2 1/4' F I[ TO BLOCK + - V ,& VaCACE. K 2X4m SECURE TO BLOCK W/Ys' TAPCONS(MM. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE, STRUCTURAL 2X UMT14IN S' OF EACH END 4 MUST BE ON OUTSIDE t WB' OC. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL V SECURE TO BLOCK 01-1/4' TAPCON MIN. I-Ys' TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK. 345 MIN. HEAD SIZE 300 S, CMW MIN. EMBEDMENT 1 Y49 DRYWALL WITHIN S' OF EACH END 1 IVOr— MAX SPACING. 0 'X4. OR 1'X2' P.T. NAILER 2xs® SECURE TO BLOCK WA-1/4' j4' 0.5.6. X WHIR TAPCONS (HIM SHANK SIZE J45 OOR CASING MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 1 ATTACH TO 2X PER Wi' OC, MAX SPACING. MANUFACTURES DETAILS. WI6M LYm "Pum.WeaXl MT M) DOOR JAMB TO BLOCK +3-7 18' x TO BLACK + -7 18" G SCALE, NTH. 2X4m SECURE TO BLOCK WA' TAPCONS MIN. SHANK SIZE 34D MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 0' OF EACH CND t NOTE: STRUCTURAL 2X WOC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/l-I/4' NON-STRUCTURAL V TAMC," TAPCON MM. W." (MIL SWANK SIZE .WS EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 S' CHU WTHIN S' OF EACH END 4 x' DRYWALL W3' OC. MAX SPAGMGI. PX4' OR MCI' P.T. NAILER 2XSsm SECURE TO BLOCK WI-V4' ' P.T. X 4' MIN. TAPCONS CASING (MIR GNAW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 3/4' 5H x + 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-60TS FAX: 407-774.4078 www.abdes4Mgroupcom L AA S: 0003325 allK It 0 gg SUNDIV. « LoTt ABBOTT PARK LOT #25 BLK. #8 [PRDJ=T 04181.00t25082 "IDDAMA 4EBB "1828—CALI" GALRAGS NlWDiO: LEFT PAGE: DETAILS 160 MPH EXP. C DAM 11/20/10 BCAUM-1/4"=1'-O" a8*1z T D22 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.E USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 F1.18644.2 MIWINDOWS&DOORS FIXEDGLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MIWINDOWS&DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12131/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2022 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoetp#roup.com IL AA #: 0003325 p q 0 iL L stnmty. a wln ABBOTT PARK LOT #25 BLK. #8 PROJECT 04181.00t25082 MODZL: 4EBB "1828-CALI" OATt<AOS DWIITo: LEFT PADS: PRODUCT APPROVAL LISTING 160 MPH EXP. C ROLAbD A. ABOUCHA(M AR NO 93M J DwTM 11/20/19 sCALM 1/4"=1'-O" 1YST sZ D3 s — PRMV "!D CONTROL JOONT AI FLSE OF CONTROL J0"m Td ME SEED TIED TO LATH • S' ON:. MAX (%OW). NapL DO NOT FASTEN! CONTROL JOINT TO WALL EVEN F SruD EXOTS MYOND EXCEPT STAPLES RV EECIM�COM LION �~ DLRNS INSTALLATION --- FASTENERS TO M SPA • T OL MAX %AMtICALL7 )' Twm 3 COAT CE'ONT PLASTER URO LAYER 9, FOR, MM SMDNO PAPER APPROVED METAL LATN FASTENED 41' f VERT) Or- MAX AT MIPPORIY UM LAY10111 R. ST J=* W~ WOOD SNEATNING \nua LATH SMALL NOT CONT"NXIIO .• TO •' •• TO •• 7FIR0001I CONTROL \ JOINTS OUT SWALL AN4 M OTtOF'PED D TED AT EACH SBM. PER AST'! CI883 FRROVI� tX4 OLOMNO TJO)`A PLACED FLAT MAX S' TO S' \ 1. FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON eTIWCTURAL elUp FASTENERS FOR LATH 70 OE NAILS On i STAPLES N C 1-PLIANCE UV ASTM CW 63 3. TES TO of LINO. W WIRE MLO INAC 3. WALL tlr SHOW! MAY DE M A LAN \ TO WALL ends REOJIRM PER PLAN OLFOLD•.MILD•sTA O LFCLD NOMM•Pr. A L CFBAM • Pr. ■ F= •4 OL F0.D NIMItD a ® L 1RD NU4W • PT. A PT. A L cwARR • M. s L OISAN . PL. s L COWAN • PI. C A. ateAtE • PL C 4 FOLD Pr. C &AN FL. W TLL Fir. C TOOD40 smom FLAW r., • 0pow 0 am. SOTTaN rLANAB aaMt TOW MAL TOLD, QQ IyO, an. CE`w tm t COAT SWLOM PAPER nl•As aLT) UM LATER % S?tCC0 RRAPtMTAs &LT) DRrAOVA UTiCAStAAAt•s u WtZQ� N►TAL Nlaran FLAIMN3 AT aOTTa1 ar tttoa �. L NISYSGTlaB APPROVED BUILDING WRAP SMALL OE LAPPED A Mt~ CF 4'94' SELF-AD.EIRNSi MOMORAE S' • VERTICAL LAPB (ROLL FLABNN6 (COQ•ATIOLE UV HOUSE ENDS) N V • HORIZONTAL LAP. WRAP MATERIAL) OVER ALL BE" NEED TO INS TAPET- WITIN LATH VERTICAL LAP TO OE I' APPROVED WO" WRAP. ::.. FOWMM GWFATWMUr TAPR.AB11Na TO SXT®C oxe FIFs1. OR LEGS PPEMmmATION PETAL un\ CUT AND OVERLAP 00 SIDE METAL LATH GELF-ADFERM MO'bRA 1 IT FLASNINS STEP 01 u M LATER 9, I r THICK 3 COAT CEI ANT �1 STUCCO WRAP I PLASTER METAL LATH \ tjj V M MVIN LA—P W.0—m 7C.Ly / I UM LAYER 9, POMPIMR 11 WRO LAYER 7, FORTBNSIER BUILDING, PAPER oU1LD11Y PAPER WRO LATER 4, \ / I STUCCO WR4P 14TALL MOTIMMS(CLIP, 1 WOW SWEAT1414 67RAP6, STAPLES) AS I / REOWRED TO sseupw PIPE/ WME TO FRAMMS 2 EAE WALErrI VIw;r •+ ® KICKOUT DETAIL 00� an mom SIDE LAP OF METAL PLASTER oASM SHALL M SECURED TO FRAMM MEMBERS. nEY SHALL OQ TED OMYEDN SIlPORIS W rH OAD415-M rul-FM) WIRE AT INTERVALS NOT MOM THAN'r f338-FMA AS PER ASTM 0063 w FOR REPAIR OF TEAM N UM LAYERS TEAM MAY of PATONED WINOM WRM TAPE PEEL 4 STICK WOOD GREAT OWLDI PAFW STUM WOOD SHEATHIN@ OR CMU UPS LAYER GI, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) 'METAL LATH (FRAME ONLY) LAP WREI 4 TAPE OVER ROOF/WALL SCREED S'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T S. SECTION ==V .r horuseoporaadaarwil ph.a shall comnwb with TIVI C 92efm requremeMe of ASTM C in&12A. Installation of exterior Wining and hanig .hall oom IT with ASTM C 108312A DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER—•—•--- — — BU I LD ING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-84-1-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774.4078 www.abdosigngroup.com AA G: 0003328 6 si7 64 Q � sulm at LOT: ABBOTT PARK LOT #25 BLK. #8 PROA=T 04181.000 25082 MODZU 4EBB "1828—CALI" OARAO! s1RMa: LEFT PACM WALL ASSEMBLY DETAILS 160 MPH EXP. C I"PRINTDA a/zo/19 sCALM 1/4"-1'-0" slEcsr WA1 BACKER ROD BACKER ROD WRB LAYER 9, ISTurra WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLABHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF 714E EXHAUST. SEQUENCE OF R-A6HING TO BE. L BOTTOM. 2. SIDES. 9. TOP VENT CAP IB TO BE BET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO 6E TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTICIN6 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL SIDEb,X CAULKING s JOINT PER SECTION RTQ9.7 EXmtlOr�and�� Exterior use of portland cement plaster shall comply With the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shell comply with ASTM C 1063-1LA `— HOODED VENT C, THICK, 3 COAT CEMENT Vill PLASTER METAL LATH WRB LAYER 42, PORTIFIMM BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH X-X-X-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 0 DRYER VENTDRYER VENT<BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROIYsH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANIP. SPECS) BUILDING PAPER — UNDER 'QUICK PLA6H' A- VENT PENETRATION SCALE, N.T9. 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 (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEIIRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEURAP BELOW CUT SUCH THA NO MEMBRANI ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER bO MI GRADE 'D' FELT-PROvi SEALANT Al JOINTS AND INTERSECTIC Lt= SHEATHMG WRB LAYER sl, STUCCO WRAP WRB LAYER 4, PORTIFIBER BUILDING PAPER METAL LATH TO wom eTwctuRAL t e 1' OZ. MAX 6' YdDE &TRIP SELF ADMSNE FLASHMG, CLEAN MASONRY 1'JEFORP_ APPLYNS ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKZ 8. WRB LAYER 9, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING SELF -AD APPLY 8E HERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UFO LAYER STEP #i STEP 02 WRB LAYER at, STUCCO WRAP APPLY bm MIN - GRADE 'D' PELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 E"RINds ® RMEMB"NE F MG ` UM LAYER 92, FORTIFIBER BUILDING PAPER STEP ��' ELASTa"IERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL 111ALL SECTION) METAL LATH STEP *5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdes4ftmup•com AA S: 0003325 g Z r S IA oulmly.BBOTT PARK LOT #25 BLK. #8 RDJ=T 04181.00t25082 1[ll 4EBB "1828-CALM" OARAGM EtWMG: LEFT IPACM: WALL ASSEMBLY DETAILS 160 MPH EXP. C �f--=rTT�1 .. tr'`�� R 11/20/19 1/4"=1'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER h, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — Y100D SIEATWM6 W"Twm RENSTNE 6Am"m -1 =AATDAIMM= i / ?'ml bow. ' ` 54 %r -AM6 D ER �° a aU FLA��ML � 1 uEADAMRATWM r4HMTNE !TARTER STRIP \ \� �\ WATHMRf"*TNE PLAGWM \ "VV METAL GALV'D METAL ' I' R.ASWMO 'Z' RAM1M6 00o mw MEMBER - / uiaco`TRrrioulL R OR APF"OVEEGAP D IAL� SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774�4078 www.abdosigngroup.com AA S: 0003328 egg a v<Q 4 a all L3NJ ABBOTT PARK LOT #25 BLK. #8 PR JWTN 2 HOaaLT 4EBB "1828-CALM" GAJtA0Z 8wnN01 LEFT PALM: WALL ASSEMBLY DETAILS 160 MPH EXP. C DAM 11/20/19 8CALM 1/4"=l'-0" ME" WA4 / \ 1w TEXTURED FINIew * WOOD. 1 FMISW • CMU ,. ":. •. - 2x6 SUa-aaxb x x x '."..:....::... W/1'x4' NOTCH • METAL LATH — END, WRAPPED IN �,�L FASCW WRAP �' WOOD OMATHINS PEEL t STICK x x x x x x I i' DRIP EDGE OTTUUCCOO WRAP LAYER (FRAME ONLY) x x x x x x x x x x x x x x I \ \ WRS LAYER 4, FORTIFISER K x x x x x x x x x x x x x - - i- I— - --- -- I I\ PAPER x x x x x x x x x x x x x BUILDBdCs P PE FRAME OR CMU l/S' TEXTURED I tFlenr'ie ONLY) .• FINISH • WOOD i \\ 2x6 am BAND � x x x x x x x x x x x ROOPMG CEMENT ' FELT PAPER I I/S I/2' TEXTURED \ x x x x x x x x x x \\ ¢ FINISH • CMU i \\ DICP EDGE x x x x x x x x x x DRIP EDGE \ METAL FASCIA \ x x x x x x x x \ I * METAL KICK OUT (REFERENCE POINT \� \ C PL �I V x x X x x ONLY - FOR WALL OFF \ WRAP' FROM O SET OF COMPONENTS) STUCCO, I' FROM - WOOD WALL EXTERIOR WALL \ METAL FLASHING, WRAPPED (FRAME OR CMU) \ MIN.Y4' ABOVE BOTTOM Or - DRIP EDGE NOTE: NOTCH FOR 2X6 \\ 2x SUB -BAND SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY W/%'x4' NOTCH • \�� \ ROOF DECK (BEYOND) EELuRA4 STIICCKD IN DRIP EDGE, I' OFF WALL -ROOF CEMENT • DGE \NOT INTO STUCCO) OMITTED FOR TEXTURED FINISH • CLARITY \�� J ; WOOD, GMUXTURED SUB BAND DETAIL ® WALL i \ / 2x6 SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x X x x" x x x x x x x x x x x x x x x x S: x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT • x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x x x x x x x x ®' x x x DRIP EDGE 2'x4'x4' SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-S' x x x x x (REFERENCE POINT OC. MAX. x ONLY FOR WALL OFF ' SET OF COMPONENTS) 2x SUB -BAND W/%'x4' NOTCH • ENID = METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE METAL FASCIA WRAP 2x SUB -SAND W/U4'x4' NOTCH • END APPED /& p DRIP EDGE LAN A PEELS IICK IN EXTERIOR WALL -ROOF CEMENT • (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK- OUT 1441 N. RONALD REAOAN BWD. LONOWOOD,FL32750 PH: 407-7745078 FAX: 407-7744078 www.abdosVigroup.com AA N: 0003325 o Am 4 Q Bills es 'um m am' s oat ABBOTT PARK LOT #25 BLK. #8 PIEOJwT* 04181.000-25082 MOOR e 4EBB 111828—CALI" GARAOZ BWDM: LEFT PACE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C Qlym DATM 11/20/19 sCALM 1/4'=1'-0" WEE" WA6 39'A" 15'-10" 91-8" 9'-8" -4" 36'-2" TOP OF SLAB — 1 — — — FM-12X12• FM-12X18 — 10 4" CONCSLABJ :F-24X24 1,,0„+31/2,% ` 10'-0 `� EXTEND FM-12X18 ,`� 4" PVC 1 STAB 1 12" i•i `CHASE i`i, TOP OF SLAB `% It x " I I 5'-0" I I I. • *512 4" I 3'-0" 5 I I § I I. ILL o I EXTEND 2 SLAB 11/2" 1.1 -- 1• FM-12X,8 I 4" CONC .. f� w SLAB I 34" ILL fNa �_312 *71/2 �I � IS —— MC-12X18 FM-12X18 FMC-12X18 L _ FM-12X18 J 4 4 1.1 21'4" 39'$" FOUNDATION PLAN SCALE: 1W = V-G" 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 -9-0", SEE SURVEY PLOT FOR NGVD. 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 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. 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. 1,. MNDICATED #5 BAR, ENDICATES #6 BAR, INDICATES #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 ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.5W-13/ASCE 5-13, USING: FM 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARK]IILL 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 19, - s FM-12X12 IT CONTINUOUS 12" (2)#5b FM-12x18 12- CONTINUOUS 18" 2 #6'e + U-0" FM-16x18 18" CONTINUOUS 18" - ) e +0"-0" FMC-12x18 12' CONTINUOUS 18, 74 • #51N CURB VARIES - x 24" (-W-4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX:407-7744078 www.abdeslgalaoup.00m AA #: 0003325 Pi O atn3DlV Be LIT: ABBOTT PARK LOT #25 BLK. #8 PltOJWT# 04181.000-25082 moD3la 4EBB "1828-CALM" awlenas awt>rro: LEFT PAO& FOUNDATION PLAN 160 MPH EXP. C D TO 11/20/19 aCA&M 1/4"=1'—O" a?im= S1 30" MIN. EACH WAY MONOLITHIC FOOTING t v7 Z STEEL REINFORCING IN GROUTED d " I, STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND -^ — T q ^_ ,•! d 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 0 SPACING REQUIREMENTS , + q_ > w U Tf �q• :. Tom..' Y- • GARAGE DOOR RECESS ELI rn • W Z 8" CMU WALL O 8" CMU WALL 1 , . CORNER BARS, SAME SIZE AS BAR O - c Z a4r I IN FOUNDATION WITH 30' LEG EACH W = WAY AT ALL CHANGES IN DIRECTIONS rn N TOP OF SLAB TOP OF SLAB I ... $O THAT THE STEEL REtNF. IS CONTINUOUS Itl • - VARIES MATCH AMOUNT OF CONTINUOUS BARS �, ?k- CURB FOR MASONRY EXT. PORCH SLAB W/ 112' ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4' CHAMFER (1-STORY) #3 18" EXT. PORCH SLAB _ SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER (I Il. I•I: a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET 7;0, AT ELEV: JOINT ERE •. • � 8" CHAMFER (2-STORY) it4 24" W/ 12' ISOLATION -STORY) ! 6' CHAMFER (2STOR1) APPLICABLE) z SEE SCHEDULE X' 30' JOINT (WHERE. •! a; EE SCHEDULE 4. - WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS WAVING FOR WxD, BAR SIZE APPLICABLE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 1 AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO g7 42 u EXTERIOR MONO -FOOTING / EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0' n 2 s�' CORNER BARS DETAIL OPENING @ GARAGE 3 ODOOR SCALE: W4"=1'-Ir SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48" AND NIL W/ 16d COMMON A AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN to 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED GALVANIZED PIPE 5 NEW REINF. BAR O SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ 112'zB' WEDGE ANCHOR W/ 2' PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. r/ W/FLANGE BASE K o- I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 5 8', UNO PLATE EPDXY 6-1/2' EMBED. MIN. 016' OC SLAB W/10d MASONRY FOLLOW ALL MANF. USP SPTHA OR SPTHB BTM MAX NAIL 18' O/C STAGGERED. m SPECIFICATIONS FOR N AND TOP PLATE ANCHORS W/ ADDITIONAL METAL 2 � USE AND tOd z 1 1/2" COMMON NAILS CONNEC T SECURE FLANGE TO I- PREPARATION OF AL HOLES, DO NOT USE REQUIRED WHEN NO D WHEN SLAB W/(4) 1/4' X 2 1/4" TAPCONS Z HOLE. ;O� W y UPLIFT IS PRESENT. T. J SEE SLAB SCHEDULE SEE SLAB SCHEDULE " K- � _� • TOP OF SLAB : + 0 TOP OF SLAB Q. : ,. -� 4 4" CHAMFER (1STORY) -: 6' CHAMFER(2STORY) a.• .. a .�... EQ. EQ. SEE SCHEDULE EQ, EQ.---SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE:34"="°" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL C 6 p V SCALE:3/4"=1'-0" sCALE:3/4"=1'-0' (W/ UPLIFT) SCALE:3/4"=I'V' (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z i WALL W! SYP 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE T. PLATE TO o PROVIDE DBL. TOP PLATE SLAB Wl10d MASONRY NAIL W 16' O/C STAGGERED, U ADDITIONAL (METAL O CONNECTORS NOT REQUIRED WHEN NO aJ p V) 8' CMU WALL UPLIFT IS PRESENT. ;2!- POURED LINTEL CONT. :, 8' CMU FILLED CELL (fYP.) TOP OF SLA04B SEE SLAB SCHEDULE 2X WALL FRAMING ,I• • SEE SLAB SCHEDULE 1/2' DIA. USP 7260SD BOLTS 6" ,- 0-0" TOP OF SLAB 4• Z g Z - ♦ "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEESC E SCHEDULE .;�� . FOR WxD, BAR SIZE BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE:3/4"=1'-e" (NO UPLIFT) G) 10 SCALE: 3/4'=1'-0" 11 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-774.4078 wwwAbdes*ooup.com �L AA 8: 0003325 L O �to p d avnan►. ae LATt ABBOTT PARK LOT #25 BLK. #8 PRO TO 04 1. — 0 2 MODE:: 4EBB "1828—CAI I" CARACE OWDM: LEFT PACE: DETAILS 160 MPH EXP. C DATM 11/20/16 8CM&: 1/4-=1'-0" sir S1.1A DOWEL PLAN SCALE: 1/4"= V-0" I N. RONALD REAOAN BLVD. LONGWOOD, FL 82750 PH: 407-7748078 FAX: 407-774.4078 www.abdeaWWoup.com AA M: 0008825 A 45q � Q O 0 g r- `summ a Lo" ABBOTT PARK LOT #25 BLK. #8 P41J7T - 25082 AWDZU 4EBB "1826- CAU" 0AXA*Z NWDro: LEFT PALM - DOWEL PLAN 160 MPH EXP. C RCLAM A ABOUGHAM L AR NO WM I DATM 11/20/19 sCA=: 1/4 si.� TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK -GROUTED BOND BEAM raW'=mm mm CLEAN OUT REQUIRED FOR INSPECTION ' 0'-0" FIN. FLR. TIE ERTICAL REBAR 3 . TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. z OW.' #3 18" >O #4 24" U #6 30" #6 36' #7 42" HORIZONTAUVERTICAL (�_aIwco EXT. PORCH SLAB W/ 112' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS w U �2 p 0) z' 8" CMU WALL 0 m g SEE SLAB 4" CHAMFER ('-STORY) CHAMFER (2STOR1) Z TCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 BAR SIZE 148 BAR DIA. I uj >� d d #3 18' in0 •t_. ,a 94 21V ..4 a . 36" 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE 0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774.5078 FAX: 407-774.4078 www.abdostpgrouRm AA #: 0003325 �$%I I fb weary aLo1T ABBOTT PARK LOT #25 BLK. #8 P141 ' - 08 Moaau 4EBB "1828-CALM" GAPMOM sWWO: LEFT PAOa: DETAILS 160 MPH EXP. C Dw 11/20/19 aCALM 1/4-=1'-0- slam" S1.2A d: MAR1►1c1lao i*3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC WI (13)10d x 1 1/2" HOG NAILS. SMALL JACKS <9' MAY BE NAILED W/ (10)10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 PBS36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH ENO 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 INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / 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 (Eli SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS *F`MR SAFE LOAD - POUNDS PER LINEAR FOOT TYPE &A U'!a8 IFO)♦8 1Fr48 172a48 ala4M a7as44 an2ae LENGTH Vr [4n PRECAST 2231 4'4r (18") PRECAST 1888 4'r (54') PRECAST 1688 s-c (84') PRECAST 1217 F49' (70') PRECAST I= sr (:1 PRECAST 306 7V' On PRSCA87 743 " (112') PRECAST 454 low M" PRSCA6f 41`6 11's (IW) PRECAST m I" (a.) PRECAST 337 I" (II PRECAST m W-V (ion PRECAST 279 trr (17" PR681RE31B® NJt 1" (10) PREBTREBBD MR 17'4' on PRSi7REB0® Nit W'-4 Mn PR631ROM NA 21.4' on NA w4r NA We (2M9 PREBTREB!® Nit �0�0�00 ©om000m v�oo©oo D�mO©0� ©m00000 mom�oom ©�0000v �ana-�ooE�v ®ooi �*!=c 1 cis a�©00�00 DDOO�C�:Q;71 m©�Ef©ODi DODO©00 D000000 0©0©000 0©0©�00 ODD©000 0mrm0©ff7v v00000v 0mEx00000 0000�ov 0000000 ©©©o©oo 00�00�0 ©000©00 �MILM©oaLMoo 000"ICA o11Lm©©©mLm© aEaoo©®0© ©©©©©©© �mzmmzm©000 ©©o©oaLMo 1r sm—L 40 j r I a tar 1012 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD AWED REBAR. -ALLVALUMAD TAKEN FRON'BAFE LOW TABLES' BY CASICREM NAY 2D15 EDITION -ALL PRECAST PRODUCTS ARE TO BE NSTAIM PER MAMtA1:711RES SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS ♦ —0-- SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT Y �•_ 1 PUP TYPE I . a I — I RCIMJ TYPE I — I Ou^T I 01a•tt I ~ Iaa14t 47r4t r1 3W (42) PRECAST 102E 1021 1888 rr On PRECAST M (4P) PRECAST 786 7S3 1300 4W (4n PRECAST 4W (5n PRWAST 682 8S1 1073 W-C PRECAST S4' (M PRECAST 411 411 746 Sr (6'r) PRECAST B%Iir (70') PRECAST 340 338 81S 8'-10- (m) PRWAST Sr (789 PgE(`AST 3W 721 480 Sr cm PIECAST Tr PM PRECABT 424 04 383 Tr M PRECAST 8'4• (112') PRECAST 828 612 230 C4• (112n PRECAST mr (12n PRECAST 2M 401 180 /0'r (12n PRECAST 11 4' (138) PAECASf 23D 462 154 114' Mn PNEOW 1" (144') PRECAST 244 402 W7 1Z-O (144') PMMT 134' (ion PRECAST 217 324 110 me (/8D") PRECAST 14%W (ter) PRECAST 206 sea 10D 14W Mn PMMW 144r (178') P1831R®8E0 NA 294 91 Wr (IM FaB37RL�em 1104• (181') PPMF" B8ED NA 288 N I" (I#" PMBWMM 17'-4' XM PRE6TRSM NA 194 84 1T4' (mr) PRE871 i9W (222') PNISTINAM NA 140 E 1rr mr) PR881REME0 214' PRF317RF2B® NA IS u mw pr'1 PIIm1RE88E0 22'r C*r) FIM FAI ED NA its 40 22'r Wrl PRd17198® 3P4r On PR7377R7i8® NA I 97 33 1 aro (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD AWED REBAR. - PRECAST PROD17C1i BY OTHERS 701EET OR EXCEED VALUES STATM MOVE -PROVIDE3EiS1NrOF BEAR87SPM MMSIDEOF1MEOWOPMW PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION -CASTE CRETE DIVISION ACCEPTANCE #: 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdosWWoup.com AA 5: 0003325 w as O ) aysnnr. � LOT: ABBOTT PARK LOT #25 BLK. #8 P34W1JmCT _25 082 HODZU 4EBB "1828-CALI" OARAGM EVID101 LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ Ur HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" GSA PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. / A \� p F - FILLED W/ GROUT U = UNFILLED NOMINAL—�16_1 T/1 HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEERS INTENT THAT XFXX - 1T/1 M108 INDICATES A DOUBLE BOND BEAM AND XFXX - 1 T/OWOS INDICATES A SINGLE BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE 06 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 95 BAR IN EACH COURSE. 5. 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, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. Mr# OF #51, IN 2ND BOND BEAM COURSE B # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW _T PRE -CAST 'a iK" WINDOW SILL Z a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE:1 yr=r-o TYP. �1 #6 BOND BEAM AM * 8 1#6 TYP. 8'16' m BOND BEAM Sx16 DBL. BOND TOP BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM IQ W/(1)#5 BAR ,y�. BOND BEAM GROUT SOLID FROM ,�7�p LINTEL TO TOP OF BOND OFF OPENING BEAM 8X8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-r BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE SCALE: 3l4'=1'-0' LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS rno PRECAST HEADER(MIN) — 2X4 (MIN 2 X 3) 1-3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 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 SIZE.146 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND Ir 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 — ,W) 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 6' OSB SHEATHING U WALL ARCHWAY FRAMING DETAIL I SINGLE #5 CORNER BAR, 3000 TURNEDjpl OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0" Apt 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327W PH: 407-77"078 FAX:407-774-4078 www.abdes4pgroup.com AA #: 0003328 8 M L ku t y�I O O BMW' B 0 � a ABBOTT PARK LOT #25 BLK. #8 PEOJEO 0418LON-25082 HODEEs 4EBB "1828-CALI" GARAGE SWUM m LEFT PAGE: DETAILS k.160 MPH EXP. C 19 RMT DA 11/20/19 IMMUM 1/4"=1'-0" *HEFT S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13)10d x 1 1/Y HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 M" HDG NABS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND 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 W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = l'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407.774.4078 www.abdeNgngroup.com AA M: 0003325 �a I W 7 a O a ( ABBOTT PARK LOT #25 BLK" #8 rleoJ=T -25 082 MODRU 4EBB "1828-CALI" GAVLAOR 8W NG: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C [PAAW A 1 AR NO 93M f DRDIT -1 w11/20/19 sCAIX: 1/4"=1'-0" altz r s3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 0 24.O/C, SUBMIT SHOP 'ROOFAVALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE- A-(1)USP HTA16 TRUSS ANCHOR WITH (9) # 1175 UPLIFT USP 10d x 1 12' TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR HTWM20 W/101Od TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 'ROOFNYALL/FLOOR WITH (9)10d x 1 1/2" NAILS TO NOTE: A PT SYP #2 2' z 4", TRUSS AND (4) 1/4- x 2 1/4' 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS EA. PROVIDE 4' MINIMUM 6", 8" x 4'-0" MAY BE ADDED TAPCONS TO CONT DBL STRAP, t EACH SIDE WRAPS UP AND FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, 3' POURED LINTEL OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) USP NOTE: A PT SYP #2 r x 4", SHOWN) ACCOMMODATE GIRDER HTWM20 INSTALLED ON PRE-ENG TRUSS 6', 8" z 4'-0' MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3- HEAVY UPLIFT CONNECTOR BLOCK WALL W11010d TO O/C TO FACILITATE ONE FL#17680 TRUSS AND (4) 1/4" z 2 1/4" ADDITIONAL PLY MAX. TO (A) USP LUGT2 W/ (5)1/4"z3" POWERS TAPCONS TO CONT CONTINUOUS BOND BEAM 1z2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WEDGE BOL) (18) 16 GALV. NAILS TO POURED LINTEL SEE ARCHITECTlRAL TRUSS (2PLY) #FL17240 (NOT SHOWN) 2z SECURED WI (3)18d USP STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD EDGFUS 3/4 "WEDGE ND lx2 SECURED W/ 10d TRUSSES 0 24.O/C, lx2, 2x WOOD FASCIA (12) S FL#8TS (12) WS3 SCREWS FL#8223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL tr O C FOR REVIEW 2x SECURED W/ (3)180 AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1z2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SCHEDULE SOLID, r EACH WAY OF BOLTS MASONRY BOND BEAM it O/C SEE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:(1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LES (4 WEDGE BOLTS IN RFUS) TITEN 2 ANCHORS MIN. = 310L B ALLOWABLE UPLIFT U:2430 LBS, L:1310L3 BS (2 STRAPS) 2' COVER 8 APART r REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a1 b "' TYPICAL ROOF 3 SCALE 3/4=V-0 GIRDER CONNECTORS) a 2b 2SCALE: 314"=1'-0" SCALE: 34"=''-°' GIRDER CONNECTORS) (212X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4' T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12tl. EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING LSTA1220 GAUGE SEALS) W/ 10dxt/2 HOG NAILS 0'-0- TO 30'-0- (1) "X' BRACE EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3)'X' BRACE PLATE IL (1)'X' BRACE 0 CENTER TO BLK W/ / 11 " DIA FLOOR (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/T W/ 7 GIRDER 6'-O' MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH �R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" F SEE ARCHITECTUMIN. EMBED. AT 3r OC RAL MAX R ELEVATIONion cos 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE T02z8 PRE-ENG FLOOR TRUSS BTM. CHORD PO TC. PLATE W/ 12d's 8" STIFFBACK (AS PER 5/8" GYPSUM BOARD OR 12' HIGH BRACING, SEE PLAN FOR LOCATION TRUSS ENG)--CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD U MAY NOT BE (2) 10d's 91 EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) N d REQUIRED z TO BE INSTALLED 16d TOENAILS0 ?z r t0'-0' O.C. MAX DOUBLE TOP PLATE 5/8' A.B. WITH BTM. CHORD OF MBEDMENT WOOD ROOF TRUSSES 8 (20j t80 x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARINGLSTOPOST.,BOND BEAM RED. W/ SYP No 2 STUDS SEE SIT DIRECTLYPLANS FOR SPACING. SINGLE !L� BTM. PLATE TO BE PT. VWALL PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .a lr2"GYP.WL.SQ ' •� tx4 BTM. CHORD BRACING 9-W O/C END WALL OR OTHER f. •� i' ;.f. e. MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE:3/4"=1'-0' 6 4' GIRDERIWOOD POST CONNECTIONS 3CALE:34'=1'-0" 5 .a,.•. ,•. SCALE: 314'=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE:3/4'=1V (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH114'D o�. OLE EDGE-5/8' USED SO LONG AS THEY CONFORM TO THE oLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED $O LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES HOLE EDGE>W AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECTTO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL, STUD NOT USED NOT USED &AJEEERNATE MATERIALS AND BORING LIMITS 8 scALE:1 yr=r-a• 9 10 SCALE: 34.=,,-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX:407.774-4078 www.abdes4M*up.com AA #: 0003325 m M 4 O e Ilp aumxv aenoseABBOTT PARK LOT #25 BLK. #8 n0j T 4 1.0 0- 508 Rcoasra 4EBB "1828—CALL" OARAGs BlIfING: LEFT PAGO DETAILS 160 MPH EXP. C DA 11/20/19 SCAZA. 1/4"=1'-0" RDIT DKENT S3.1A 20 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'4' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0" (1) "X" BRACE 30'-1' 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_ FROM CENTER TO END. UPRIGHTS OVER 14VAD' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR 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 0? 24' O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12. O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4'04" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 24 PT. PLATE TO BILK W/ 1/2' DIA. ANCHOR SOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY V MIN, EMBED.GABLE OC MAX. SECURE GE GABL32"E T02x8 P.T. PLATE W/ 12d's S' O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) 0 24' O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 20 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 wwwAbdesWigroup.eom AA M: 0003325 u L b O S L3 SZJZiDIV. i0 IA'h ABBOTT PARK LOT #25 BLK. #8 P 04181.00t25082 - 50 2 MODRU 4EBB "1828-CALL" GAItAOR UTIMC a LEFT PAO& DETAILS 160 MPH EXP. C w GABLE-EW wL ROOF WIND DESIGN PRESSURES NET A 7-10 ZONE i = 23.79 PSF (33.7S) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DNPHRAOIA FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTfTIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Ed GUN NAILS 0 4- O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21T 0.120" 170,000 RING (18-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES LL Z = U Do m O 2 a Y 2 C7 Do N TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAFTER OR TRUSS � ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMW Bd RING SHANK GUN NAILS 6* O.C. IN FIELD' C8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD oT 8d x 2 1/1' SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.0- FIELD /\ TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 1 EWER& NOTES: ALL AGGREGATE USED IN CONCRETE SIAII CONFORM TO ASTM C33. MAXIMUM AGGRECATE SIZE SHALL BEY4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wow:ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE OffO3ED TO FNBNORWEATfIBt NON -SEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: PBCR 2017. 6th EDITION ALL pPpg®EDGES OF CONCRETE ARE TO BE CHAMFERED 3l4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14. BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SWILL BE SOUTHERN PINE NO. 2 OR BETTER FD - 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 6MEMBARSE S73 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE ISDBRALL SPBSONGPOUNO WHE+E INDKATEDON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE CONCRETE BLOCK SHALL COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND RISC SPECIFICATIONS DRAWINGS. SEMIS LAPPED B INCHES AND BENIDNTRIPDFESIVE TAPE TREATED. D. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL ORES SHALL BERATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: GSODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE PORWWORK, 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 2017, 6tlt 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 STRl1CTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRl1CTl1RAL.OEPENDING PROVIDE SOLID BLOCKING LADDER ALL POINT LOADS AND HOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -norvco mTenl 10 psf BTM CHORD n-conoumnl DEADLOAD DEAD LOAD 18 Ref TOP CHORD 20 psf TOP CHORD Q psf By ASPHALT SHINGLES) (10 psf W No GYPCRETE) 10 ps/ BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED=1l0 WIN 3-SECOND GUST (ASCE 7-10 (PBC R2017) EXPOSURE C, RISK CATEGORY ILA LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1OPSf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20ps/, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD [WILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONIRACTORTO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 Po/, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF TRUE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREATALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEERTO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN NET SHALL BE MADE BY THE GEO-TECH, ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: OOP PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO CONCRETE RACBAENT. CONCRETE SLUAP SHALL NOT EXCEED V M- PRIOR TO THE ADDITION OF PUSTICOR CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C84 OR MEASURING, MNNG, TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCH®. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MMJM& IF FOR ANY REASON THERE USA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER PEW SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY DPOSEDTO EARTH RLI RATION R B FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER 1-1/! FOR X5 AND SAALLER T FOR MB AND LARGER C. FOR CONCRETE NOT EXPOSE) TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-112' FOR BEAM AND COLUMN PRIMARY RENFORCBAENT, TIES STIR UPS WELDED WIRE MESH; WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED 3'-0" OC EACH WAY. REINFORCING STEEL; REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTMASiS GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS, CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL�PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND TPINVTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITHANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE 70 BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 00 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MAWNRY- PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5NTM8 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIESM AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER 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 SIUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C50, GRADE fin = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ADD CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS, ASTM 0�76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MD SHALL HAVE A MAXIMUM 3/8' CONNECTORS' BY USN, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS COURSE AGGREGATE, AND SHALL BE PLACED VWA SLUMP OF 8' TO 10". USE ONLY MECHANGL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. TYPE 'M' OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL. STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 kal FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTMA500, GRADES, Fy = 46 kM. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksl. 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 A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TU NOFF-THE-•TUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, JOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AfPLIGlION 91E TYPE BPAgNG PEMAaB APPLIGTKXI S� TYPE SMQNG REIMPoB 1GPTFUPRNG IO LASE HARDEN®LOW GARAGE DOOR aILtt 1M'DN TAPLON Ali9JMY ttR"EARED„PEPDDST., MABdlRYILONC.NAll1fYl LONG. 90C TO fAASONRYICONL. NO WASHER FASTENER S•� 11R"EOCE DST. 90O, AL.IXT.000R9 CABS HARDENED DOLL A'OIC WNOOW/OOORIFABTENED D-E DOOR MILK 1/Y ON. W/ EXPAN910N-T yP 01C 4"EM8E0., 1"ElOD19T, 11 PT, 9EENOTE9 NNL1 -LONG. 9TAOOEHEO INTO MASONRYIWNC. TO MA80NRY/WNL. WASHER S"EDGE D6T. WNDOWaNK CASENARDENEDLox 9.00 WNDOW/DOOR/fYSTENEO METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING 1r M,SEENTEB NNLI LOAD. STAOGERfp NTOMlsoraYaDrvL. Mworvrrvrcorvc. REQUIREMENTS EXT. 9NNG DOaR (2)9ne'DLA IA- 11D•EMBED, B'ETD. NON6FAPoNG W000 iR- E%PAN5CN 1'EMBFD.1'ENO 2PQC BUCK PT, SEE NOTEe NO-.m FASTNER tB'OK: DIST., 112• DIST. WALL IO CONC.9U3 WI WASHER BOLT DUST.. 3"E-IST ""WNDOW BJG 0.138•PAf K219" TEND. D18T.,11? PT TO SNDTL. L., SEE wlwA&IER STAGGERED EDGE 04T. KITES 1. S�TAP S SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. III MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes4ftmup.com AA #: 0003325 R LEa$L K $ : Y 7F ks4i C W FU gg �o [stt>!a><v a• ror ABBOTT PARK LOT #25 BLK, #8 PUOJWT- 2 MODEL• 4EBB "1828-CALL" GAP.AGE 9WIN0: LEFT PAGE: DETAILS 160 MPH EXP. C DawT ATA 11/20/19 SCALE: 1//4"=V-0" s �1V 1 r • 4