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Home My WebLink About7846 Broad Pointe Dr3052-SH EGRESS 111111111111111 WC. * ■ ti 36'x60• SHWR PAN 1 I ti° I I s BEDROOM W-01 CLG. r - - IhV r Ilk !rl l OwNER'S SUITE 8'-®• as 0 'S BATH v ol I 1 BEDROOM M I II a Lil> I _ e'-0' tlG' LAv. 3-SN v = _ I I v r�LAV. COATS 3-SHW ® ® Q I Q 0 GARAGE i0 I m 2-8 r 1-4 I I ? ---m 6ATH# lip O 2 O --, V-D CIG �� -m BOLLARD AS REa I ---_w_ic. __� b2 RANGEb20 I I CIA p PER BLOC. I ip o I I 'v L1N. r420 2'-4' �n CODE I a+ II INK II I io • A I 3 oPT I I I RTfCI1BD1 s Id1 I LANAI I LMNGROOM Al I k�`x% e•a CLC I k.--� S'-0' CLG 2-a ---- 1 UN. -- -, - I s a - I a'-o ; O. - 8'-4' 2'-4' 3'-8' 2'-10' 5'-6' 2'-8' 3'-8' 3'-8' l'-4' i D. I ---- DREG ROOM i a e W-0' VA FOYER I I I s "' I I s PANTRY s I e'•� q� I v tll> - 3-SH lIh v 18'-4' r" k4 (2) 3og�2- I& FLOOR PLAN SCALE, 1/4 . 1'41' NOTE, -2-8 LOUV. DOOR W1 AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 6'-4' SQ.FT. CAM'S LIVING: "4 SQ FT. GARAGE 3w Sa FT. ENTRY 31 Sa FT. LANAI 86 Sa FT, TOTAL 2,011 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-0' BLOCK WALL LIRO ON PLANS BRG. HGT. VARIES 4' INTERIOR LOAD BRG WALL UXO. ON PLANS 0 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOOM TO BE 618' -ALL EXTERIOR DOORS TO BE 8'-0' UNLESS NOTED OTHERWISE 001fdBQ ND 1'1A00110M0 L01C8 BA90 vw 6Fo= FM 3 eBCdD GIle18 8mm =E NOWN W OM R31 MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING W3 5 36/-41 DR MIN. CRITERIA 841D. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31/-38 BASIC MIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COM DAIS C �* DBL. TOP PLATE 9 BAR DETAIL A SCALE, 1/2'•I'-0'� 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774.6078 FAX 407-7744078 www.abd•slgngroup.com AA N: 0003325 O b x� C A a LL.) mVHDIV. 89 LOT: ABBOTT PARK LOT #24 BLK #8 PROJECT 04181.00 —24082 MODEL: 3EAB "1504— ALLEX" OARAOE 8WlNO: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C r A�«J ROLAPD A AR NO WMI PRINT il/20/19 DATE: DCALE: 1/4"=1'-O" DHEET Al BR3. BLDG. HGT. SHINGLE ROOF 12 RAISED BAND ITYPJ A — /-6' RAISED �11 / BAND 4' RAISED I COACH LIGHT BAND lttP.) 2. I � v tievzj-1 I I I 4' RAISED I I 9 4' RAISED BAND ITYPJ n n D 9 BAND (TYP.) 0 I I •0' FIN. FLR FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 12 e1 �" OFF® T OFF RIDGE T 0'-0' BRG. HGTs 5R3.� 0'-O' FIN. FLRio _ REAR ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH V-0' BRG. HGT _v 0 BRG. HGT. I I I I I I I I 0'-0' FIN. FLR. �, ,00'-0' FIN. FLR LEFT ELEVATION SCALE, 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE T OFF RIDGE T BFIG. W.T. 4B I I I I I I I I —9—, J---------------------- 1--------------- --------------------- - `00'-0� PIN. FLR. RIGHT ELEVATION SCALE, 114 . I'-0' TEXTURED FINISH DECO. DETAIL A SCALE, 1/2.1' 1441 N. RONALD REAOAN BLVD LONGWOOD, FL Z12750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 b bk 6 9UDDIV. k LOT: ABBOTT PARK LOT #24 BLK #8 PROJECT* 04181.000-24082 MODEL: 3EAB "1504- ALLEX" GARAGE 91IINO: RIGHT PAMM ELEVATION „C„ %160 MPH EXP. C F-PRINTDATTM 11/20/19 scAL•R: 1/4"=l'-0" efI>cw A2C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 ill' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Dd 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 MATCH CONNECTOR FINISH. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER G 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, 0/0 = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) W,XH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BBt MASONRY 3000 Sx6 (1)#6 NIA GROUTED SOLID "CAST-CRET r -SAFE EOZ TALE SAFE GRAVITY LOADS FOR W PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS 4aI 4— SAFE LOAD - POUNDS PER LINEAR FOOT �o^ SAFPL OAO SATE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SA woo ownrtaa onm ff" ruts race rams tuna rasa mm" rats rasa rase TYPE LENGTH am We RC2N TYPE LENGTH rs4T tnar *1srT raw WI&IT emrr rAMT raar PS41 rear MWIT ram WU4T tlaar Sd' (42') PRECAST 2231 m ant "a m m tw 1m #� (429 PRECAST 1026 1024 1608 V4r M PRECAST tw m m 4w m t1a lam 36a 4w 6113 7tW w4 1aa 11w tw m m 43" an "m tom 4'4Y` (IB') PRECAST 19SS m RE m 4w m 7434 aW PA' (16') PRECAST 766 189 1800 4'-0' (IS') PRECAST tat 2w m 3w 4M m t0n m 4w rota WHY tot tot !Ia4 tw m m 311116 4m $1115 409 4-4r (54') PRECAST lm 1t10 H/6 -am m 41174 as 6M 4,, PRECAST 602 601 1073 'V4r i6� PRECAST ta7 m VV mt 4w 4111 tot 2fa 4m Ht3 7"7 1W2 tot 11w tam 2a0 21W 3116 400 471i an 6'j' (64� PRECAST 1217 tw to /w m am m 4w B4' (6'4") PRECAST {7t 411 746 B�' (M') PRECAST iota t 2m m m m 4w Im m m 76r low mt 21711 m use m 411111 r-/0• (16') PRECAST t0e2 IMS 1178 tat 20a slt m am 8.10' (M PRECAST 340 330 016 F-10' (707 PRECAST w M HW aw 4ta t4" aw 4w 7tH m w taW 1 2m 1 m SW 1 aw 1 na S-W (76') PRECAST 908 12M 2177 3N0 m 37M 411113 m 84, (TS'1 PRECAST 607 727 400 6'-8' (7W) PRECAST w 1 m wt 371 tea 2177 m m m t m w t4W I iw I 7iN 2n0 1 mt I a7n r4" ll6i PRECAST 743 Wit 17N m2 2a6 m Hm m r4r On PRECAST 424 534 383 r4r M PRECAST 72/ m 3m7 m 1mt 17n m "in m im an 727 ter tw m 3" 28V m4 Ste• 11 PRECAST ( 66• w tta tw 2w m m4 m S�• (112� PRECAST 828 612 230 SJ• (111) PRECAST ea >d t tag HW m m tw tw r" 3w m w w Im 1w tw miss m4 10--r (1 2� PRECAST 176 w w 12R m HA am m 10'4r (128n PRECAST 284 49t 180 iV4!' (128) PRECAST w m ms t t m usl w "a Ma m Hit 4764 w w Ha 1472 Im m 2W ,14• (13S') PRECAST 9S2 w w tw tt14 24U 3/m 4w tt4• (19B') PRECAST 462 164 114• (186� PRECAST as as w W IRS-1" 170 w w iw tw "a Hot m 4" tW tot "a.+stew HW 174' (414� PRECAST 387 No m ISM 1w m m 3w 17-V (144') PRECAST 244 402 137 12-W (11"') PRECAST sn 4a 7n w 1t 1w w m 12a 1w 2tu m m 4n w w /3m t m 17I' (180� PRECAST 20I Q1 m tm tat tw att 20 iTi' (160') PRECAST 217 324 110 13W (t60') PRECAST a6 w w m m 1 tot Q1 is 1w 74a m >w m 40 w w ItIllssl M tw I'm 1 (ion PRECAST 279 pt w wm tot W HH mt 1P-0' (166') PRECAST 206 203 100 14'4r (166") PREOAST 3" w w 7n w tot 442 7m tw tot uW Hn m 410 425 n7 1w 1 tw 14'-0' (170� PRESTRESSED N.R. NR NR NR Hit NR NR NR 1{'2' (176') PREVIEW NR 2S4 01 11'-0' (t76� PRESig6886D m w m w w m to w w m t 1131 17n 40 m 1270 ISM ZMG n17 VIZ IV4' (104') PRESTRESSED N.R NR IR � ES m 1&4" (151') PRE01�8FD N.R 260 83 764' (1641 PRESTRESSED m w m m w w w m "Is H1 1w N2 n0 1M0 173t m 2w m3 irk• Mn PRESI NA NR NR NR m I NR W mm 1r�' R669 PRESTRESSED NA t04 6t 17'-C P" PRESTO m m 308 w w A w To w Mo.ten m m w w w /w no Im a47 17-0 7 F NA N1 MR tR NR M m m 18�• On PRESTRESSED N.R tIS 62 1ST ) PRESTRESSEDw tot m m w m 4a as 6B 841 a7 t m12 tot m 420 Set ta7 1m 1"6 me 21-4-NR Mn(26e') PRESTRESSED N.R.N Hit NR NR Nl NR 2t4' MnESPRESTRESSED N.R 126 12 214• wn PREatREESED /44 M. 7a 30I 30 w w w to w w w /1" tw tw w m tW m m 631 m 7H 4a w w iw 4M 27-0` 12649 PRESTRESSED N.R. NR Nt NR HR NR NR N't �� PRESIT N.R 11S 40 27d' R649 PRESTRESSED 1W m m Hf w w w Ia w w 7" ur tot tw 2C4r GM P NA HR NR NR tw ES NR Nt 24'-0' Mn PRE NA 01 ES 3P-0' mn PsEffna 8® 1" 124 to m m 3% W = 4116 4a 11011A 4R Wool a7 Vs 7n 210 4t0 04 w Mn tot (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TABLES' NY CASTC BETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL. PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF VANOOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 1"126.03 n8F16-1 I3 8F16-1TIOM/08 M/ C i A E 6 l � " , 6lL lL ) UNO PROVIDE BB1 4 WHERE ROOF TRUSSES 1 )� ' BEAR. TOP OF WALL S 1BEEBE EL. 8'-0" UNO m ( *" w.____..__ BF1(I fIGM/OB BF16AT/OM/OB :", .�« .--" -" ,- " . ,� ,.�, .,.� .« ... ",. ...« ,.... ,. .._. ,.. «_ .... ...:. yr. „-..,- .,, ,.w..� ."., .........� ,...- - - - ,- - - ,- ,- - - - ,.., ,,. - -. - - ,...- - - BF16.1T/)M/OS - - - - - - - - _., 8F164TIOM/OB ..,,_ 14— '�D" LIFT BEAM PLAN SCALE: 1/4" = V-0" 1442. N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003326 b O is a 8UBDIV. At LOT'. ABBOTT PARK LOT #24 BLK #8 PRO"=T111 04181.000-24082 MODEL' 3EAB 111504- ALLEY" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C 01 Ec r-ppA11/20/19 8CALE: 1/4"=1.-0. BREET s2 99 1504-3EAB-ALLEX99 fjt'1o� VAN®I N o HOMES 12602 TELECOM DRIVE, TAMPA, F1 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 8TH EDITION (2017) :FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES *OCCUPANCY - RBSHOMAL GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CUSS B •BASIC HIND SPEED - Vult=180 MPH Vsed=124 MPH p�T� f��pppp •EXPO�Vn� - C :I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AHGVE A/C AIR CONDITIONING ADJ. ADJUSTABLE Al. ALTERNATE AMP, AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CIL CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMICGE D. DRYER DEL DOU LE D.G. DUALGLAZEDR.A. DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT DTL DETAIL EA. EACH ASS ELEV. ELEVATION EQUAL ERH. EXHAUST EXT. EXTERIOR F.GIFX. FIXED GLASS F.G. FUEL GAS FU FL OR FLUOR FRENH� FTC. FOOTING GA. GAUGE OAR. INSP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP, HD. GYPSUM BOARD H.H. HOSESM H.C. HOLLOW CORE HGTORH HEADER NSUL INSULATION TNT. INTERIOR L V. LAVATORY LUM. LUMINOUS M.C. MEDICINECABNET MFR. M N. M.T. MTD. MTL N.T.S. O.C. PL P.B. PH PLT. PLYWD. PIL P.T. R. R.A.G. REF. RM. R.O. S.C. S.D S.H SHTTTHG SEIWR. im SL SL.GL STD. SWS TEMP. TIER. .o . T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WDfW W.I. MANUFACTURER MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURETREA7ED RISER RADIUS RETURN AIR GRILL REFRIGERATOR RGDM ROUGH OPENING SO K DE E CT DR SMOKE DETBc'1[Mt SINGLE HUNG SHEATHING SHOWER SIL TDIING SLIDINGGIAASs STANDARD SHEAR WAIL SECTION THICK F CURB TOP OF PLATE TO OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WATER HEATER WROUGHT IRON DATE DESCRIPTION 05IM/6 CONSTRUCTION DOCUMENTS ISSI�D ARCHITECTURAL SHEET DESCRIPTION 02/2M PLAN MANTENANCE PG CS -COVER SHEET PG GN—GENERAL NOTES PG Ai —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS 0MOM REVISED LINTEL SIZE. ENTRY C6/A ADDED LED UGNTS TO KOTCIEN 4 BATNi "PER MARK W ES • 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 s[� ►7 LIVNG I-0404 60. FT. GARAGE 3w So. FT. ERM 31 W. FT. LANAI 06 ea FT. TOtAL 2mn So. FT. STRUCTURAL SHEET DESCRIPTION PG Si —FOUNDATION PLAN PG SI.lA—DETAILS PG S1.1B—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG SNl—DETAILS DRAWING /CONTRACT DOCUMENT REVIEW B Y BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATIONOJECT THIS ORDER TO SET � THIS PROCEDURE I3 FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUPWILL RESPOND TO ALL WRITTEN RFI'MANN INALB DEpBIGNRAGROUPP T�SIN A M NO RBSPONSIBIIlfY POR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77ZI078 FAX: 407-7744078 www.abdwWn®Toupxom 'L AA M: 0003325 81JSDIv as LLOTs ABBOTT PARK LOT #24 BLK. #8 PIRO�1 4 dl1QT1. 0-24 MOD]lels 3EAB "1504- ALLE)C OARAOXO 8WE190: RIGHT PASS: COVER SHEET 160 MPH EXP. C %AR NO 9VM /NO 49723 / DaDrr w9/12/19 8CALIM 1/4"=1'-O" S3'J muff cs GENERAL NOTES 1. ALLW ORK 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 CLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12. 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 ANDIOR FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE 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. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE YEA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOWS 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. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302,5.1:OPENINGS FROM PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS TRAN 1-S INCHES 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 M) SHEET STEEL 1" MN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 4. AS PER SECTION R3028 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT, EREWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, 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 ASTM D1557. 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 T-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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' TNIBER 1. ALLWOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MNIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS 8HALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET 3N1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SC. PLUINM 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'/?AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP2903. 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 EXTEROR WALL COVERRM 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 R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR R NCHES 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, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & 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-CIO63.11A AND R703.7. TANTCOMTRUCTION 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. 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesWWoup.com L AA N: 0003325 N o � C Ir01! ABBOTT PARK LOT ##24 BLK. ##8 PT os=T# 04 00-24 81 >t OD=- 3EAB "1504- ALLEX" OAP."" I011IFEW03 RIGHT PAOL'1 GENERAL NOTES %160 MPH EXP. C A`ABW-04AM 1--AR No 03 A rplubm 9/12/18 WCAM 1/4"=1'-O" 101*10114T GN ep e•-8•uG. 1N d' ��CL& wlpti,MOWN0 LAv. �2-8 ._4.HAU I I --- w.I,C --J� ---� BATHil T1�/ O 2- O --, °,_.� <S� DOLLARD ASREQ. IR-18H bT RANGEb20 I I PER BLDG. I io I In',, —CODE I 9 v II INK v j I II I I I A s K7P(m OPT. o I W d umoROOM AI IN``X °,_°. CL& REF. LANAI I CLGPT V_V CLC*.W-V 7olv 3'-S' 3'•S' D. v I_ DNW ROOM js I e'•8'cLGppymAFP�f: A311 8'.8' cw.BN'ISY °' 8' ub -- -- v FLOOR PLAN SCALE. V4 . I'-V' -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MNUTE FIRE -RATED DOORS. SQ.FT. CAM'S LIVING 1504 $a FT. GARAGE 3W SC2 FT. ENTRY 31 SQ. FT. LANAI Sb $a. FT. TOTAL 201 SQ. FT. MASONRY/FRAME WALL 1-E6END 8'-S' BLOCK WALL UN,O ON PLANS BEG. HGT. VARIES 4' INTERIOR LOAD BIG. WALL UNO. ON PLANS 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO Be 6'-8' -ALL EXTERIOR DOORS TO BE W-0' UNLESS NOTED OTHERWISE CO1f01BRA1p g3001pME01AAD° eac aao eQoauE F08 a tEoao Ban° l e a AM=WHtalDM4 I91ARfi MIN. WINDOW 10 5 31/-90 CRITERIA EXTERIOR SWING WS 5 36/-41 DR MIN. CRITERIA SJSD. MIN 41 5 34/-43 CRITERIA I6010 OHD. 112 S 31/•38 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II• EXP.=C• MEAN ROOF HT. = 15'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. lz DBL. TOP PLATE 9 M BAR DETAIL A SCALE. Vi•.P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosoigmup.com AA a: 0003325 L4 0 ++ o 9 avna:v. &9 LOT: ABBOTT PARK LOT ##24 BLK. ##8 Pnoj=T# 04181.000-24081 UODZ a 3EAB "1504—AUE)C GATRA03 WIFEW02 RIGHT PAGIL FLOOR PLAN 160 MPH EXP. C RD A AR N Dlum w9/12/19 SCAIM 1/4"=1'-O" >2! ms= Al 4' RAISED I ' D,41JD (TYPJ I as A I I I 4" RAISED I I BAND (TYr-) I I I I I B'-S' BFYs. W.T. 10 -&-O"FIN. PLR. 10 _ SFIMGLE ROOF b 'RAISED 0 0 BAND (TYP) A b — ' RAISED 15 r I BAND EC0' i -COACH LIGMT 4' RAISED RAND (TYFDJ FRONT ELEVATION SCALE: 1/4 • I'•0' TEXTURED FMISM OFF RIDGE VENT gFdi LaGT� 0'-0' FIN. FLR. OFF RIDGE �VENT I'- OFP� T b REA OF ATDC IM S(L FT. NET FREE VENNIATION AREA REOUM IJ 30O MARRED VENNIATION AREA 173T AM • 7." • lamas SO.IN. MIN. REQURiDVENIILATRAF IN UPPER SIC 107135 PORDON OFATII[ • S$ 65SO.IN. IMIANCE70 BE PROVIDED INSOFFITOREAVEVENIS) OFF NDCfVENtIAMON AREA • 115 SQ. IN. PERVENT [IMALSOFVEN15REQUIRED 4ASIM u ROFVEMISPWnXD 5 I NONE 1-1�Llill � 1, REAR ELEVATION SCALE. 1/4 • I'-0' TEXTURED FMISM I I I I I I I I I I I II ---'--------------------------------------------------------- RIGHT ELEVATION SCALE, 114 . I'-m' TEXTURED FMISM OFF RIDGE VENT OPF� T LEFT ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FMISM 46 F I I � I I I I I I I I I I I I 0'-b' BRf— HGT. _ -0' 8'-8' BRG. 14GT. _ o&-O' FIN. FLR ♦i off-0�FIN. FLR I '�ae8 I DECO. DETAIL A SCALE. IQ . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 w .abdeRlgngroupcom L AA N: 0003325 8 b O U r-summ a Lom ABBOTT PARK LOT #24 BLK. #S ruo mCT# 04181.00 -24081 mol"m 3EAB "1504- ALLEX" GAMAOR BWEWG- RIGHT PAC M ELEVATION "C" %160 MPH EXP. C ELECTRICAL LEGEND SY INIOL DEFINITION NOTES —e MY CUTLET 20 AMP & MA PMZ WY OUTLET DOV OUTLET H Q OUTLET MIND ro SWITaN dI IIOV OUTLET EQIIPM WANT D PALL NTESIIER(TAM7R PM"TANT TYPE) 2'NV OUTLET (4)am CON ICIM Sr GN Q(EM1LEi. "'" DOF "Imm PALt MRRMSR SWITCH OUTCC14 a-W4Y OPER �4 BWITCN 4-QUAY OPER ' 0 WILL roAm LIMIT CELII6 LMMT © LED aA LIBMT O VAPOR PROOP LIMIT ORECESND (:AN NLL SCQYJ2 no.UP ED eVIM. PAN I tall PER SG. PT. VYIT. PAN SHLISHN I a" PER SQ P. 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CAPACITY OF SS CAM IRE MTTEM PER ELECTRICAL P ROV164" OF • LAIIDW ROOM REUPT�GRCUD FAULT CN=IT-NTEPVU"M PWMCTICN FOR ONPENOM • SMALL = NOW METALLIC CABLE PER ELECTRICAL PROVISION" O PECR an4 ED AenJ • ALL IIOIK TO CO -PLY WITM ELECTRICAL I•Ia7VS10Na OF THE PAM w" ED [mnl • ALL LAFM WALL Y ..� a•'rb•+aY RINaDY A.a Tam Or LtlYTNa MINT Y M1RSY 9FICE+NT 1YPS PY 150 AMP ELECTRICAL RISER NOT TO SCALE. ELECTRICAL MAlMMAI.S AND INSTALLATIONS SMALL ea 2•LY WTM ELECTRICAL FROVMIONS OF THE MG&Ailli EQlilaeLiiEnl LOCAL CODES, AND ALL LOCAL PaIER COME•AW PN!M"SE"ENTS. IS, ALL CONDUCTORS SMALL OE TYPE TWNNnWW UNLESS NOTED OTMEMM, POSER COPB•A TRANSFOR" It GRADE PROVIDE EO AMP, t 0n40 WILT. I PHAN SECOIDARZ ELECTRICAL SERVICE. PROVIDE B q COPPER (CW N 141" VIA 80+110U E 00 PVC CONDUIT OR PROVIDE B R/O ALUMINUM (AL) N 2" DU SCHEDULE SO ANC CONDUIT UNLESS, SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. C40MNATE WITH THE ELECTRIC COPYIST PRIOR TO ENV. I I I I I I I L I I = fI ---------- LED LIGHTING C SINGLE LAV. • BATH 4 PRE -WIRED CLG FAN iGwmssum �n II AVi�1�01 , PROVIDS 39A0 O), THM • AIR ON N 2' CONDUIT OR D %AP AL THUM • AIR ON N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OV2044NMJ C0MOWTION SERVICE ISO AMP DOCCDRECT SWITCH AND DOn40 VOLT M ELECTRIC 1"EilR N A PHASE NEDMA BIE ENCL0818Nt PANEL EOAnP F'RE-WIRED CLG PAN MROOM#3 _. —� TELE'HOE MEMO!! CABLE TELEVISION ENTRANCE SEW= BORON= ECANP INT Elaurmo T NTEIpYBTOM BCNDNS TGCINAL AT LOW VOLTAGE CONI ECT10N6 1 •f CU SERVICE GROUND CG 04ECMW TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE EDITION l20MJ WE" DIA X 8 rt ' COPPER CLAD 60CLOO ROD Iv r---------- I RANGE-V I TV I I L CEILING MM. 'I LIGHT TO ISE I • INSTALLED, PI` PROVIDE _ � I J-001 FOR I RE -WIRED I I I OPT. PAN I I +,� CLG PAN I L I I OUTLET POIR I LMNGROOM DISHWASHE I I Olil.i][Y\ I UlP I GPI L ----- ram'----- l I I I I I L L I I — I I I l 1 LED LIGHTING C� DOUBLE LAV. OWNERS MATH PRE -WIRED CLO FAN BM*OOM#2 112 I DDYB'IGROOM I I I I ELECTRICAL PLAN SCALE, 4. -p PASSEL: A PANIL:42alb " VOLTAGE: 120(2(DV-1Pn "It. tooMv NLO. FEEDER: 3. MOW 7MM& 1-0 Cu(G1 Ntr C. OR 3-"AL THNN4. 1-96 au(G)In rO. Ills F.le N Few"" »VY fete! w.al M F.I. ww .+2 + m ona taco + ¢ mN Ibep a 2 A o I t a tn... o— INXI of 1 » Iem 4em __ ws.`n » o no •u t m +ea •+] t m aNa] Ime a 10 ta04 __ 011 eermt a + n2 na t m ra 1Tm n n +me oYleefr4N a / m n4 t » Inn m to x mN al. a 2 m m t le are.r/aa. ItirllFtl 9.0 to 1. m t » BMRI APO Imo I. m lem ne. fl m / 4a m t » MR-- 4a a 1m1 /@I.erlb. N'tl » 1 1 02 a » m nwneee fm4era 1. 1 ON a Te NO tt.rb11—fwacua x + m n » a » a+ a a N F a » 11K. aT i ] M OA;NLLt .x g1A•Y .i. 44.. NC A4: CJL-1 N 1 i a01m La! b.rfrerM4rWen/nr b4M14rM /br anal Fret•rCdelftl.+I[ ABBf&VLMMM: Ira: usFeutaxaerenafa•tm IIb IaWWW.LEIRLOeD fl: apteo F+ulrwaleee•tm trrr bel.rrtmr i.i lairrYrlml xq Eli rrr r4.e Trr ue lae TNa LCM CasauBaI N DAM ON AC BD04x11100ert Lan Imr ale.rrtmwrr :aa Tr•Ia.ab) H:u tar H1C Pr 1504 e✓r La .11.c aw/ 4 a 451 19 mOBVwI .110Dx 1235 .e wr1 5747 r L Erb PrMl1 5 METER FIELD VERIFY r - OUTLET • 4W I I AFA I I I I WALL MOUNTED I LIGHT W/SWITCH IN I I ATTIC L — J i KEYLESS GPI I FIXTURE GARAGE �I I I PGJE OFIT. COACH LIGHT 1`\ tl 1 I 1441 N. RONALD REAGAN BLVD. LONGWOOD), FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.ab5esfgu upxom AA Y: 0003325 MIN 8 � O c arTsaly a. LOT: ABBOTT PARK LOT #24 BLK. #8 IPROJWT# 04 81.000-240 bwDzr 3EAB "1504— ALLEX" GA %AGZ ■TIENI h RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C AR NO Il WM DUMT A9/12/10 QCA=: 1/4"=V-0" .BEET E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICIN ck PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL EIE 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 2-3J 4. PRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 PT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXWAL16T AND OUTSIDE AIR INLET DUCTS, SHALL DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM& SHALL BE CONSTRUCTED M ACCORDANCE TO FBC 6TH EDITION (20n) MECHANICAL CODE 603.1 1. BATHROOMS CONTANNG BATHTUBS, SHOWERS, 6PA6 AND SIMILAR BATHING FIXTURES SHALL DE MECHANICALLY VENTED M ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILNG6 AND WALLS SHALL HAVE AN APPROVED FIRE OR PIRE/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 PDC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS &HALL BE PROVIDED WITH BALANCING DAMPERS. I. DRYER BOOSTER TO BE A FAVTECH POP BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LMEAR FEET WITH MAX SIX ELBOWS. 6CORIATED NICKEL Fx FLOOR a BRONZE FL. PL. OR WALL BRASS PLUG —� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.YjC OPTI/6PEC FLOOR SLAB CLEAN -OUT (T COUNTERSUNK CD. PLUG FIN. GRADE OR PAVING SEE SPEC. r-6 xe' GONG. FITTING OR EXTEN61CN TO SOIL OR WASTE A& REQUIRED NEXT. GROUND CLEAN -OUT (STYE 144 LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE" SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR 000 O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT 19 PASS-THRU AIR GRILL NOTE ALL14VAC TO HAVE PROPER PANG W/ DRAMS ATTIC SECURE STRAP TO CONK CC IW (2)-3/16'X2' TAPCCNS UNIwUNITT�R SIMPSON WS ROLL STRAP CEILING O O EXTERIOR WALL OR EQUAL PLENUM f y AIR RETURN SUCTION AND LIQUID 4' CONCRETE GLAD SECURE STRAP TO UNIT W/ (2) %XI 1/4' SHT. MTL. SCREWS AIR SUPPLY 1 REFRIGERANT LINER CONDENSER UNIT AIR HANDLER EXTERIOR WALL CONNECTION TO PAD 3/4' PVC CONDENSATE DRAIN LINE NOTE: HAM GOAD. DRAIN DIA EVAP. TRAY b PVC SLEEVE TO LINES BELOW SLAB RU UR OVER HEAD � I2' PROM STRUCTURE p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM, AS PER FDCR 6TH EDITION (20T) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS MECHANICAL PLAN SCALE, 1/4 - P-0' f441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com AA M: 0003325 g y � 6 avaniv ae Low ABBOTT PARK LOT #24 BLK. #S OnoJwT# 4 081 MoDzu 3EAB "1504-ALLEX" 0A3111AGM 1111TE10M RIGHT PADS: MECHANICAL PLAN 160 MPH EXP. C 6 Dw9/12/19 ®CALM 1/4"=1'-0" m2mm" M1 2X4 TOP PLATE PRE-RAB TRUSS Vt' CL& BOARD 112' DRYWALL 2X4 WOOD STUDS 424, Oa SLAB a -a FIN. FLR McICi a WLWD IN PARTITIONS SUPPORTING ALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL ( NON— BRG. ) D1 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 REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'al'-0' GAS LINE THRU BLACK M'•r.Y :W ♦....vim. v�4��r�V��♦ Al �1 s GARAGE DOOR JAMBS D1 SCALE: 11/2'■1'-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FIBERS-ALAS6 SHINGLES SYNTHETIC PRODUCT, CTION FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER'30FELT PAPER INSTALRIMILI ONLED PER leOVER OVER'90 FELT PAPER OR SYNTHETIC 1i SYNTHETIC FELT PAPER OR OR SYNTHETIC PRODUCT, INSTALLED SHEATHING OR k GDX SYNTHETIC PRODUCT, PER SECTION FtWb.I.1 PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED RASTENER SCHEDULE Rsm.1.1 ON J' O.BB. PER SECTION R905.L1 ON I' O.BB. SHEATHING STIFFISACK AT ALL UPR*HTS SHEATHING OR J' COX ON Uk O.SB. SHEATHING /S' GYPSUM BO OR P COX PLYWOOD PER STRJCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR k CDX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE SECURED PER STRENGTH CL.G. TYP- PRE -Ewa WD. TRUSS TYP• MTL. DRIP EDGE FASTENER SCHEDULE BOARD MTL. DRIP EDGE OH. H. REFERENCE 2x FASCIA PER STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER FCXt PRE -ENO TRUSS INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSUSEELATION R--VALUEWSY CODE FORMS FOR PRE-ENG. GABLE TRUSS PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED PER ELEVATION) WEEP SCREED 2x FASCIA PER TY 2x FASCIA PER ELEVATIONS p,µ i ELEVATIONS S/S' GYPSUM BOARD OR 1/2. 2x P.T. SECURED R-4.1 INSULATION STRUCTURAL DETAILS STRUCTURAL DETAILS R 2x P.T. SECURED PER VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH CLG. BOARD WINDOW ATTACHMENT AS PER MANUFACTURES �SPEGPICATIONB I R•4U INSULATION 1/2' THICK, 1 COAT RIEFERESTRUCTTIUR4L MANUFACTWINDM URES SPECIFICATIONS TIOONS PLAS IR LAASTTE APPLEDT DIRECTLY TO MASONRY REFERENCE Ix2 P.T. FURRING STRUCTURAL. STRIPS 24' O.C. '+ 1/2' THICK, 2 COAT PORTLAND lx2 P.T. FURRWj STRIPS 0 1/2' THICK 2 COAT PORTLAND - CEMENT PLASTER APPLIED V2' THICK, 2 COAT 1/2' GYP• , ILL.BD. CEMENT PLASTER APPLIED 1/2' GBPORTLAND CEMENT GYP. W-. D. DIRECTLY TO MASONRY CMU DIRECTLY TO MASONRY WOOD RASE PLASTERAPPLIED WOOD BASE S' DIRECTLY TO MASONRY V'•0' FIN. FLRjl_ _ - _ J 0'-0' FIN. PLR 0'-0' FIN. FL - _ 0'-0' FIN. FLR 1. <. 91 e. a. W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: Q NO OPENING PER SECTION W5.1.1 - FOR ROOF TO LESS THAN 4,12, A 4 1—STORY HIP BLOCK WALL (2)OLAYERiUNDERLAYMENT SYSTEM (1)1—STORY GABLE BLOCK WALL SCALE, 3/4•-I'-o' IS REQUIRED. FOR ROOF SLOPES 1 SCALE, 3/4'.F-C' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 13E PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D (015'1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abde*Wng:oup.wm AA M: 0003325 q R tp7 ZQj 0 �J$+ xu=rv. ae V ABBOTT PARK LOT #24 BLK. #8 P3Wam= 48.0-4 1[ODmL 3EAB "1504— ALLE)" GAItAGm MM7N : RIGHT PAOm: DETAILS 160 MPH EXP. C DATM 9/12/19 8CAIM 1/4-=1'—O" aismmz D1 R MN TO O��Ill '�LiHill ��- 10 ®I v 10 4V arT NAILS. NDMS, 2X6 dA^AOM DOOR MUCK Of (5) ® VW A -MOLTS 4' 101890MENT MN w 2w, Y4&!R AND NO1PACMD Y Fl40M'I R.00R TO GARAQd DOOR NM N JOINTS PRAM TO P LLba 1-2Xi !R BLOCK • C@RMR OP 10 DOOR HMADMR WKUIQXS' J-MOLTS 4' M IOM N104T W M')di' WA64M AND NIT. M 6(oTE�, 1® f ILL N ANCE To MANFACnOtO S INSTALLATION MTRICTANS OMM GARAGE DOOR T BUCK ATTACHMENT trxa -. - cm DRYWALL 4' OR I'X2' P.T. NAILER SECURE THIII15 FRAME 4 EXTEND I Yi INTO BLOCK ❑ W/ %* TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 16' Or- MAX SPACING \` DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 TF10 + Olt + 4 A SCALE- N.Tb. 2X4: SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK 61ZE .µ8 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1?4') WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING. 2X6,® SECURE TO BLOCK W/2-%- TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) WITHIN a' OP EACH END ! 8• cm 18' OZ. MAX SPACING. x' DRYWALL 2X8,® ❑ I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK W/1.%.770ACRCH CASING TAP'CONS (MIN. SHANK SIZE J, MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IB' O.G. MAX SPACING. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SWANK. SIZE 345 MIN. HEAD SIZE 300 MIN EMBEDMENT IV) WITHIN 8' OF EACH END ! NOTE, STRUCTURAL 2X 10' O G. MAX BPAGMrGI MUST BE ON OUTSIDE 4 2X&= SECURED THROUGH SECURE TO BLOCK W/l-V NON-STRUCTURAL TAPGONS TAPCON MIN. 1 ii (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Yi) DRYUI4LL WITI4IN a' OF EACH END ! 16' O.C. MAX SPACING. x4. OR I x2' P.T. NAILER 2XOnm ❑ SEA�S/2 TO BLOCK W-!Xr' (MIN. SHANK SIZE.10 DOOR CASINO MIN. HEAD SIZE -S" DOOR JAMB OR WINDOW MIN EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END ! MANUFACTURES DETAILS. 16' or. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-6/15 1#• %\ 11IND01I TO HIACK +1-18 \ZVGCALE, KTA, 2X4.m SECURE TO BLOCK W/' TAPCONS (MIN. SWANK SIZE J45 MN. HEAD 6IZE .300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X I6. O:C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6440 SECURED THROUGH TO BLOCK W/2-%- SEAS NON-STRUCTURAL V S MIN. I (MIN. SHANK SIZE .14E EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. CMU WITHIN 8' OF EACH END 4 y4, DRYWALL 16' O.C. MAX SPACING 2X8m I•X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-VA' CASING TAPCONS (DOOR (MIN SHANK 812E .145 MN. WEAD SIZE 300 JAMS OR WINDOW MIN. EMBEDMENT I Yi) TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS. OG MAX BRAKING NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi) NOTE, SWIM AS NEEDED TO PLUMS JAMS (00 NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +2 11/1" n IILND W BLOCK +1- WINDOW TO BLOCK +2 L/4" " E, KT.S. N.T.S. 2X4m SECURE TO BLOCK W/ TAPCON6 (MIN. SHANK SIZE 345 MIN, BEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN a' OF EACH END ! NOTE, STRUCTURAL 2X 16' O.C. MAX SPACIN SPACING. MUST MUST BE ON OUTSIDE 4 THROUGH SECsto NON-STRUCTURAL V BLOCK LLV2•!1(i'TAPCON TA PTO MIN. I-X* (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN EMBEDMENT I Yi) , DRYWALL WITHIN 8' OF EACH END 4 •X4. OR VX2' P.T. NAILER 18' O.C. MAX SPACING. 11 2X8m SECURE BLOCK ULn-%' (MIN. DOOR CASING SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ! ATTACH TO 2X PER 0' O:C, MAX SPACING. MANUFACTURES DETAILS. «m.. ««..�mw.. yesrpo wros�tri DOOR JAMB TO BLACK +3" WINDOIJ TO BLOCK +3" E SCALE, NTb, 2X4m SECURE TO BLOCK UV V TAPGONS (MIN. SHANK SIZE J45 MIN, HEAD 812E 3" MIK EMBEDMENT 1 Ai ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 10' OlC. MAX BRACING. MUST BE ON OUTSIDE 4 2X6*m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL i(r TAPCONB(MIN. 614ANK SIZE TAPCON MIN, I-Y4' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN a' OF EACH END 4 8. GMRJ Jr�• DRYWALL IB' D.C. MAX BRAKING. 2XB,® ❑ I'X4' OR 17O' P.T. NAILER SECURE TO BLOCK W/2-%- 2X SECURE TO TAPCONS(MIN. SHANK 812E STRUCTURAL MEMBER µ5 W/l2)f2d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Yi) "-DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' Or. MAX SPACING. TTACH TO LX PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" F 2X4a SECURE TO BLOCK W /4 TAPCONS(MIK SHANK 6122E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I )(4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IB• O.G. MAX SPACING. SECURED THROUGH 2X6, NON-STRUCTURAL SECURE TO BLOCK WA-V4' TAPCON MIN, 1-Yi TAPCONO(MK SWANK SIZE EMBEDMENT INTO BLOCK. I45 MIN. HEAD SIZE 300 , av MIN. EMBEDMENT1Yi) •DRYWALL WITHIN 8' OF EACH END ! IB' OG. MAX SPACING. 1'X4' OR 1'X2' P.T. NAILER 2X8® SECURE TO BLOCK W/1-1/4• 7(4' 0.60 X 4- MIN. TAPOONS (MIN. SHANK SIZE J45 DOOR CASING MIN.HEAD SIZE 900 MIN. EMBEDMENT I Ys') ppOR JAMB OR WINDOW WITHIN 8' OF EACH END ! ATTACH TO 2X PER 16' Oz. MAX 6PACING. MANUFACTURES DETAILS. ND,a4,M YIODt0 /0 •tll,ldYal POD aDT a� l'! DOOR JAMB TO BLOCK +3-7/18" G NLNDOK 7o LACK +3-T S" E, 1,57 2X4= SECURE TO BLOCK W/Yi TAPCONS (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi)� WITHIN VOF EACH END ! STRUCTURAL 7X O.C. MAX SPACING. MUST DE ON OUTSIDE 4 sXb,m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL i(a' TAPCON , TAPCON MIN. 1-)4* (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4•) a' CMU WITHIN a' OF EACH END 4 )j• DRYWALL 18' Or- . MAX BPACW4 VX4. OR 1'X2' P.T. NAILER 2X8� SECURE TO BLOCK WA-V4' ' P.T. X 4' MIN. TAPCONS C'S WI (MIN. SHANK SIZE .145 MIN. HEAD 812E 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' 0r- MAX SPACING• MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED)4") DOOR JAMB TO BLOCK +3 3/4" H , N. R +3 a• 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774-4078 www.abdeoWngroup.com AA M: 0003325 o iLLJ aysnsv & stun ABBOTT PARK LOT #24 BLK. #8 MJaxrra-2408 MODMU 3EAB "1504— ALLEX" GAMAGB BVfXNM RIGHT PAGA DETAILS 160 MPH EXP. I aw9/12/19 NCAIM 1/4"=1•-O" a mom D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 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 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. 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 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 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 FL158.1 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 IF W W W. FLORIDABUILDING.ORG CONTROL DATE:08/06/201. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosWVoup.com L AA N: 0003325 q 0a e" a ABBOTT PARK LOT #24 BLK. #8 PitoamTfp 04181.000-24081 MODEMA 3EAB "1504- ALLEX" GARAG Z OWDfOs RIGHT PAGIM PRODUCT APPROVAL LISTING 160 MPH EXP. C ARCIVTECT- STATE OF R-OFMA 1p, 2 ABOUCFIAC RA AR NO 93M JlCAI M 1/4"=1'-0" SIEET D3 P'FEE FOR'ED CONTROL JOINT PLAHSE OF OCNTIWL JOINT6 Td DC URRED TWO TO LATH • W O.C. MAX (YEWA NOTE,. DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS �SIEYOND EXCEPT STAPLES UV MAY SLrCUm CONTROLJOIN B'A• O 7. 6OIRNS INSTALLATION —\ FASTENERS TO DE 6PACED-7 • 1. OL MAX VERTICALLY kTHING NT a COAT CEME PLASTER WRS LAYER -2. FORTIFINER DWLDINO RAPIER APPROVED METAL LATH FASTENED 01' "RTJ = MAX AT SIPPORIS WIS LAYER 4, STUCCO WRAP WOOD SHEATHNS LATH 6NLAL1 NOT 1--ZTNROUSN ED COMMJOUS r r0 v CONTROL JOINTS OUT SHALL OE STOPPED AND TED AT IEACW SIDE. PER A67M CIPba — PROVIDE 2X4 DLOCKMIS 1JOJA PLACED FLAT MAX 6' TO V \ FROM OONTROI. JOINT WEN CONTROL JOINT FALLS ON / STIIJCTIRRAL STUD I. FASTENERS FOR LATH TO SE NA" OOl STAPLES N COMPLIANCE OF AS1M CW63 2. WIRE TWO TO ISE (NO. 18) 004W WIRE A SLOCKNS 040M MAY ON IN ADDITIT \ TO WALL 6TID6 REWIRED MR PLAN OLPaLD NMimePLA O Pr. I . A tNMw . A L RRAN - in. • 1 atRAK . PT.O 0 0FaL, e Tr a OL POLO MUD - PT. A L oAMAeM a Pr. S Palo A_ s ® LR7LO NWIOeFr.A LaaRMS - PT. • A. CPMAM - FR. C 4 P" Fr. C OAR Pr. a ".L Fr. a TAIOOS RaRONPLAOa L'q V" 0 Mona" WAL 1". 92 Um art. CrVW Vr T aaLLr UM LAYER -1. STUCCO RAMIe~a MLY) a K4LL PL, OOO M104aM ILAW"11119 OMTAL) NIRNnAu garour Ai MOTTW A ROaP RKTIPr NOTE, APPRCArLD DUILDNS WRAP SHAI.L SIE LAPPED A MNMY9 OF 6' A VERTICAL LAM (ROLL ENDS) 4 6' • HORIZONTAL LAPS, ALL SEAI'rS NEED TO DE TAPED WITH FORTIOER SNEATHINS TAPE / r npa taP .Herat utF \ LATH VERTICAL LAP TO OR P 1IT FERAL LATH I Wm LAYER 1 STUCCO WRAP Wm LAYER 7, FORTPIOER / �OUILDMS PAPER � I I I 2 6cALE,'R LAP IIR'el'4r ® KICKOUT DETAIL a :Rm� nRoaR blok SIDE LAM OF METAL PLASTER IS SHALL OE SECURED TO FRAMN4 MEMelRS. THEY 614ALL DIE TIED OIETWEE4 SIPPORTS WTJI 004'*-N lt2l-MT) WINE AT INTERVALS NOT MORE THAN %' (2204'MA AS PER ASTM 0063 1D1 PON REPAIR OF TEARS IN WRO LAYERS(TEARS MAY DE PATCIED WA40M WRAP TAPE PER m~ SP M OR PEEL 4 STICK wow 6NEATI IUILDI PAPA GTUCCI Min a COAT CEMENT METAL LATH WOOD LAYER V. FORTIFIOIER OUILOINS PAPER WOOD NEATHINS WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • LAP WRS t TAPE OVER ROOFNJALL SCREED 5'X5' 'L' TYPE CONTINUOUS z 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. 4k4'SELF-ADNERN2 MEMORANE PLASHNS (COMPATIOLE IW HOUSE WRAP MATERNAL) OVER APPROVED HOUSE ~. P OR LESS PIPE PENETRATION CUT AND OVERLAP ONE 6DE OF / SELP-ADFlIRNS MEMBRANE —� PLASHMIO STEP 01 INSTALL FASTENERS (CLIPS. STRAPS. STAPLES) AD — RMIRED TO SECURE PPE/ WRQ TO PRAMNS I PE T C. 4' 6k� bkW SELP-ADWERNS M@hbRANE PLA6NIN5 (COMPATELE W/HOUSE WRAP MATERIAL) OVER 4k4' RIS SELF-ADHORMEMORME FLA M OVER APPROVED HOUSIE WRAP. RS.A6HtA5 TO ROnaID ONTO PSN! CUT AND OVERLAP ONE SIDE OF SELF-ADHERRNS M MI RANE PLASWM W! LAYER V. PORTI (DER DULD04 PAPER METAL LATH bkb' SELF-AONERNS FOI'WRANE P�A6NINa w EYTeao dio FIFE 4k4' SELP-ADNERNS rlgl ft" K-404 3OVER APPROVED HOIEE WRAP. O.eR4INe To exrR,n orJro Ply 16' CENT. BRAD OF SEALANT INSTALL APPROVED NOUSEIRAP AIR INFILTRATION GAINER OVER SIEATHNO ELASTOMERIC COATNS OVER STUCCO) C.V. FSUSM (SIEC TYP WALL INDICTION) SECTION PER SECTION R70LT CtlrlorYSlUold UWYIa Exterior use of porthnd comwd pksbw shell comply with R. appfoatim r Iuim e,fso/ASTM C 92612A Inahlhlion of esterbr WkkV.4 *-vS shall oomply with ASTM C 1063-12A NETRATION DETA DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE : METAL LATH: LATH TO BE PER SECTION R'103.11 / A5TM C-641-05, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWngroup.com AA #: 0003325 V Q SA V V Bumiv. fR LOT ABBOTT PARK LOT #24 BLK. # 8 PBOJMT* 04181, 000-24081 MODZIA 3EAB "1504- ALLEX" 0APLAGN GrWINO. RIGHT PAOJD WALL ASSEMBLY DETAILS 160 MPH EXP. C SEP 1 6 19 AR NO OVU DAR � 9/12/19 11tCAMM 1/4"=1'-0" a cm WA1 BACKER ROD BACKER ROD INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, &IDE(S) AND BOTTOM FLANGESOF NON -MOVABLE FRAME OF THE EXHAUST. SEAUM" OF FLASHING TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINT&, E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND NTERBECTIAO APPLY SEALANT AT PERIMETER OF. NON -MOVABLE FRAME AND STUCCO OONLL ID &,Yi CAULKING • JONT PER SECTION R708.7 E)ti WINno and photBrinp Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 92612A. Installation of exterior lathing and framing shall comply with ASTM C 1083-12A. WRB LAYER h, STUCCO WRAP HOODED VENT THICK S COAT CEMENT I. PLASTER METAL LATH WRS LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH X—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-0% MIN. 2.5 LBS, PER SO, 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 CANT. SEALANT) SEALANT o TOP 4 SIDES F) B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' ELEC. METEI VERIFY LO PIPE THROUGH WALL 1 6' SELF ADHESIVE— FLASHNG (INSTALL PER MANUF. SPECW BUILDING PAPER — UNDER 'QUICK FLASH' A VENTPENETRATION SCALE, N.TS. I I 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 STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENII�a IN APPROVED HOLISEWRAP FOR BOX INSTALLATION AY WRH LAYER 01 STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTER BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT -PROM( SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP URB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH •1/8' TEXTURED FINISH - WOOD -FASTEN TO WOOD STRUCTURAL MEMBER - 1' O•C. MAX ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYM V FHOH1 - MAOON IRT HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER FI STEP #2 WRB LAYER N, STUCCO WRAP APPLY A MIN SELF -ADHERING GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOIJKWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 id ELASTCMMERIC COATING OVER STUCCO/ C V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3278 PH: 407-774.OD78 FAX: 407-774.4078omwwwabdealgn�oup.AA #: 0003325 b J 4 two sumiliv. a ABBOTT PARK LOT #24 BLK. #8 PROJWTIP 04181.000-24081 it[ODiEIs 3EAB 1504— ALLEX" OARAGIC 87111W0: RIGHT PAG& WALL ASSEMBLY DETAILS 160 MPH EXP. C 7:1 ; - IS a9/12/10 1/4"=1'-0" A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — 2 1/2' 1, CORNER BEAD (FASTENER 4 SPACING ' 'I' O.C.) CMu S/s' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 1TL � 7��CORNER BEAD 05) BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes"oup.wm AA A: 0003325 h O O U $Jill '-summ as M7 ABBOTT PARK LOT #24 BLK. #8 PnOJmCT/ 4 00-2408 MODm[s 3EAB "1504—ALLEX" OA1RAOm s1rMNN k RIGHT PAOM: WALL ASSEMBLY DETAILS k4l". MPH EXP. C P/1 nATM 9/12/19 ECAUM 1/4"=1'-O" s:smmT WA3 LEGEND DRAINAGE PLANE (WRB LAYER h, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING YXiOD 84EATNMG uEATMERWAVER REl16TNE 6ARIMER N / i � SA MMER 1810TNE / 41 \ WIPAr FLASWM FLA04M < e�A TTMIIA RMOTIVE OTARTt / `� �\ MMERR W"sTWE `\ \ y � •ADNERM 2LGA \ —=— "Y'D FETAL GALV'— •z•rLABMND Z j" / Olaoo`TRM�Mo LAIR i 1 S: AL GAP ILLICALLKM `1\ / OR NTROVED GEALAW SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeaigngroup.00m AA N: 0003325 p p b Q O U a u01V. . LOT. ABBOTT PARK LOT #24 BLK #8 PMOJXCTIP 04181.000-24081 mo 3EAB "1504- ALLE)C GARAGa 8101MM RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C DA 9/12/19 HCAM 1/4"=1•-0" Bill = WA4 00 i L_.--------...__---- ._...... \ _ -..--_...— 2x6 SUB-BANb W/I'x4' NOTCH • /------------- ----------------- ----' = END, WRAPPED IN PEEL A STICK I 1' DRIP EDGE �P\ I I It TEXTURED I t\ FINISH • WOOD I I/S 1/2' TEXTURED \t FINISH • CMU / \ t / \ METAL FASCIA \t \\\ WRAP Ya' FROM t - STUCCO, I' FROM t\ -- a WOOD WALL t EXTERIOR WALL t �e (FRAME OR CMU) t\ `\\ NOTE: NOTCH FOR 2X& tt \� SUB BAND ONLY ®ELEVATION FLAN A VS' TEXTURED _ FMISH • WOOD. V2' TEXTURED . FM118H � CI'1J x tj METAL LATH x x x x x x x x METAL FASCIA WRAP ry' WOOD "AND4 x x x x x x oR cru x x x x x x WRB LAYER 4, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x - WREI LAYER 02, FORTIRBER x x x x x x x x x x x x x BUILDING PAPER x x x x x x x x x x x x x I FRAME OR CMU - (FRAME ONLY) 2x6 am RAND � �� CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER o�P Eo�E x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT METAL KICK our x x x x x ©f=L AN ONLY, FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, I. OFF WALL (NOT INTO STUCCO) 1'1/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH • CMU / 2x& SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS 11/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND Wll1 'x4' NOTCH • END TAIL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-7748078 FAX: 407-77"078 wwwsbdeel8ugroup.com AA N: 0009325 8 AN • E � 0 (� 7 a scr�sv 41e LOT: ABBOTT PARK LOT #24 BLK. #8 PRoJ=T# 04181.000-24081 moaals 3EAB "1504- ALLEX" oANAGM ErWINM RIGHT PASO WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C DA 9/12/19 8CAIM 1/4"=l'-0" simcsT WA6 SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS GENERAL 3 12" 1616WI.41-.4-ER 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEGEACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. TE4 8" SEE PLAN 8" -a.4^ TE-2 12' SEE PLAN 1TP - FM-12c18 17 CONTINUOUS 18" =*.6-s2 FMC-l2k18 12, CONTINUOUS 18" VARIES F1-24x24 24" 24" 12, •9-4" 4" CONIC. I T-4" O.C. MAX SLAB TYP. U.N.O. 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 +-V-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 NTH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. WNDICATED #5 BAR, GLDICATES #e BAR, WDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. 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 OTHERWSE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WTH A.C.I. 530�131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530.13/ASCE 5.13, USING: Fm= 1,500 PSI, TYPE ^M" OR"S" MORTAR, ASTM C476 GROUT MW PSO, UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, eth EDITION __—_—_.___ ____.________ ______ FM-12X18 —___ FMC-12X18 _ I 2O,.ASOOF��T I 4I N I I I A7102 49'4" I 20'-8" I 4 Y m W I tv W �I mi io N 1.1 SLOPE7 UI 5 LL �'` F.pd-]22JM _ 4"PVC CHASE) ``�'�:`.� I. , 2'-8" 14'-2" N 3 Y °z 1*51/21 4 1A SLOPE P. I PE-. w to TA6� I �QC.]y(18 _ _ _ TE-2 I iy I SLAB 4" CONC. io `- `q SLAB- I 44,-10" 12'-10„ 4 FM-12X18 .IOF FSLAB L `v 4" CONC. SLAB1 y t EXTEND aSLABttl2' I SLOP IM" ` PER FT. FM-12XI8 � •312 I J —__----______— . FM-12X18 Y �1 6.4. FOUNDATION PLAN SCALE: 1/4 - l -(r d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngtoup.eom AA #: 0003325 0q3 Yl o q � Or iLL3 avaaiv & Loa: ABBOTT PARK LOT #24 BLK. #8 04 0WJM0t 40 1 asoaa><e 3EAB "1504— ALLEX°' GAlt"M NIMNO: RIGHT PALM FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING Z rs STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED ••'•vsP_" CELL SEE PLAN FOR SIZE AND a CELL SEE PLAN FOR SIZE AND ° a SPACING REQUIREMENTS O r SPACING REQUIREMENTS y. w rn `'�.r • ' �,.—..'_ • GARAGE DOOR RECESS w O ed Q I P.��FM e) • gJ 9• O W B" CMU WALL O 8" CMU WALL • . CORNER BARS, SAME SIZE AS BAR W W O i i +- 0'-0" ' IN FOUNDATION WITH 3aLEG EACH I Z N +- ,d, TOP OF SLAB IF WAY AT ALL CHANGES IN DIRECTIONS I _.. SO THAT THE STEEL REINF. IS CONTINUOUS N TOP OF SLAB ., • MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR • EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIAL 4" CHAMFER (1STORY) #3 18" : EXT. PORCH SLAB - , - SEE SLAB SCHEDULE TOP OF GARA� 4" CHAMFER -!I I•I P. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ^ 7,0, MASONRY UNITS SET AT ELEV. W/ 112" ISOLATION JOINT (NAIERE ^ � ' V 8" CHAMFER (2-STORY) N4 24'• W/ 12° ISOLATION (1STORY) 6" CHAMFER (2-STORY) 0-0" APPLICABLE) Z SEE SCHEDULE 3a, JOINT (NMERE APPLICABLE) Z ••4 i EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE Ne 30, FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (1., 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:34"=1-a' 2 SCALE:34"=1-a' @ GARAGE CORNER BARS DETAIL DOOR OPENING 3 scALE: as"=,' -a' 4 SCALE: 3/a•'=r-a' LAP TOP PLATE A MIN. OF 48• LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 10d COMMON �_ AND NAIL W/ 18d COMMON NAILS,2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, C O'C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ SYP WALL W/ SYP No 2 STUDS SEE No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLAN 6 FOR SPACING SINGLE a y NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"xe" WEDGE ANCHOR W/2' TO BE PT. PROVIDE DBL TOP BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED 4 SECURED W(2-PART g I EPDXY. MIN. EMBED WASHER BET IN HIGH STRENGTH PLATE EPDXY 8-1/2" EMBED. MIN. 10" OC SLAB W/1 Od MASONRY GALVANIZED PIPE Q 8", UNO USP SPTH4 OR SPTHB STM MAX ADIDITIONAL METL 16" OIC ALRED. W/FLANGE ®BASE = p FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ CONNECTORS NOT SPECIFICATIONS FOR to 10d z 1 1/2" COMMON NAILS REQUIRED WHEN NO 4 = m USE AND FILL ALL HOLES, DO NOT USE to rn UPLIFT 19 PRESENT. � v PREPARATION OF 10tl x 3" W W HOLE. Z SEE SLAB SCHEDULE K SEE SLAB SCHEDULE SECURE FLANGE TO Q Q SLAB Wl(4) 1/4" X 2 1 /4"+- +- UK TAPCONS "� O'?O • TOP OF SLAB • ' ..=AND TOP OF SLAB " CHAMFER (I -STORY) °"� 4.�—°6" CHAMFER (2STORY) ULE EQ. EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE NTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION 8 WOOD WALL BOLLARD �,,� MONOLITHIC FOUNDATION SCALE:34"=1'-a (W/ UPLIFT) SCALE:34"=1'-a' (NO UPLIFT) 5 scALE:3a"=,'-o" l r SCALE:3/4"=,'-a' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE � PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB WN Od MASONRY NAIL d a PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. m U ADDITIONAL METAL CONNECTORS NOT v REQUIRED WHEN NO UPLIFT IS PRESENT. O 8" CMU WALL z +_ a-0 POURED LINTEL CONT. (TYP,) 8" CMU FILLED CELL (TYP.) ` ' TOP OF SLAB "'--'.2X SEE SLAB SCHEDULE WALL FRAMING IGROUTED SEE SLAB SCHEDULE 112" DIA. USP 7280SD BOLTS S' TOPOF SLAB ° Z ♦ MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD CELL, 4" FROM ENDS AND !� •=�� m CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY %[NTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 5 scALee3a"=,-o (NO UPLIFT) FOOTING AND COL. PAD 10 BLOCK WALL CONNECTION SCA LE:34"=1'-a' 11 SCALE'34"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-7748078 FAX:407-774-4078 wwwabdestgngroup.eom L AA #: 0003325 , O 8 m � � Li L Q � J BVaD2v. Lo71 ABBOTT PARK LOT#44 BLK #8 P"rRcz,r 04181.000-240 MODRU 3EAB "1504- ALLEX" GARAO3 BND4Gs RIGHT PAGW. DETAILS 160 MPH EXP. C E� 1/4"=1'-0" .1A TOP OF-Q:a SEE SCHEDULE FOR WMXD, BAR SIZE PAVERS TRENCH FOOTING AT AlL PAVER AREAS SCALE: 1/2'=1'-0' MIN. 10" T.READ W -J' NOSE R4 REBAR (TYP.) 6'-0" A ♦ TOP OF" 12" RADIUS OR N• '+�, CHAMFER wo OiW Amy W J > < 2 3 �O� •a k 2 EXTERIOR STAIR DETAIL LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE _ CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE ¢ SPACING REQUIREMENTS BTM, PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2"xe" WEDGEANCHORWT WASHER SET IN HIGH STRENGTH U EPDXY 5-1/2" EMBED. MIN. 018" a a USP SPTH4 OR SPTHB BTM OC MAX 0_ U) AND TOP PLATE ANCHORS W/ O 8" CMU WALL 10d z 1 1 /2" COMMON NAILS o .. FILL ALL HOLES, DO NOT USE TOP OF SLAB 10d x 3" SEE SLAB SCHEDULE �.{ SEE SLAB SCHEDULE Z EXT. PORCH SLAB BAR SIZE 48 BAR DIA > TOP OF SLAB W/ 12" ISOLATION 4° CHAMFER (1STORY) 18" U 8" CHAMFER (2STORY) JOINT (N4iERE ♦ Y4 24" • APPLICABLE) Z ATCH STEEL ♦5 30' °♦ 8 • REINFORCEMENT 8" PVC CHASE PER SCHEDULE 38" SEE SCHEDULE 7HRU FOOTING .N- #7 42" FOR WxD, BAR SIZE AND BAR QUANTITY SEE SCHEDULE FOR WxD, BAR SIZE INTERIOR FOUNDATION WOOD WALL AND BAR QUANTITY PVC CHASE THRU FOOTING 5 SCALE: 3/4"=1'-0' (W/ UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Y SPACING REQUIREMENTS of a 8" CMU WALL �w 0. N W r_S EE SLAB SCHEDULE a EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 3 INTERIOR CURB FOUNDATION CMU WALL SCALE: 3l4"=1'-0" .4- IUY Ur slag' e d •e 4, a a• 8" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS 8" CMU WALL �w Ow SEE SLAB SCHEDULE b SLAB ,' .'°• EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdosWi&oup.com M: 0.33. C 47 id � tl A � suzwly ae LOTs ABBOTT PARK LOT #24 BLK. #8 pm4 am 24 8 �coaasze 3EAB "1504— ALLEX" GA1LAOX swINGS RIGHT PAGM DETAILS 160 MPH EXP. C DAM 9/12/19 =AXM 1/4"=1'-0" ■Imm" sIAB 82'-8" 55'4" 48'-0" 44'4" 38'-4" 32'-W 28'-0" 24'4" 18' 0 12 d" Y V "a N O v m 33'4" 37'-0" 43'4" DOWEL PLAN SCALE: 1/4 s ,'0 .1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWiVoup.wm AA 8: 0003325 q F 6 � O C ABBOTT PARK LOT #24 BLK. #8 PllOJmCT 04 0 -24081 moa>us 3EAB "1504- AUEX" oAMAGs BWENFG: RIGHT ]PAGIM DOWEL PLAN 160 MPH EXP. C D&TA9/12/19 SCAM 1/4"=1'-0" 8*MN P s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/id'HOOK -GROUTED BOND BEAM N . 4 p CLEAN OUT REQUIRED FOR INSPECTION A F.4 I TIETVERTICAL REBAR ,. b TO HORIZONTAL REBAR W/ 10" HOOK �— BAR SIZE 48 BAR DIA Z #3 1 &" 10Uf #4 24" O U #S 30' #& 3&" HORIZONTAU/VERTICAL #7 42' REINFORCING SCALE: 3/4"=1'-0" A Z N OFFSET METHOD CONTINUOUS BAR SZE 4&BARDA METHOD #4 24 HORIZONTAUVERTICAL #5 3a' REINFORCING #& 2 #7 4T 42" SCALE: 3/4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.407a ww AbdesWjgroup.com AA #: 0003325 o kWJ �QD a aL j �j AZQ 1IMMIDIV. dt LflTt ABBOTT PARK LOT #24 BLK. #S Pao"' T* 04181.00-24081 MODRU 3EAB "1504- ALLEX" GA3tAGZ swank RIGHT PAGF. DETAILS 160 MPH EXP. C 91 9/12/19 SCALM 1/4"=1'-0" Bloc" S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 M (9) 1 Od x 1 117 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 lfY' HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALLHOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING $HALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED W ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 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 $HALL 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 WALL 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 PSS36, .177" ° x 2 7/8" LONG, VNTH WASHER 018" O.C. 10. TRUSS REACTIONS AND UPLIFT'S SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'.0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A = TOP OF ARCH I 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 fc (psi) HSIZE , REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 N/A — GROUTED SOUR "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST 8 PRESTRESSED FOR U- LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 3 PRESTRESSED U-LINTELS 4-4-SE SAFE LOAD - POUNDS PER LINEAR FOOT SAFP LFOAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH MY r"o w" rue V*lo rMe MEWS "a MM40 OWN 1I04M use wwo mm wwm TYPE LENGTH 6118 RCIAU TYPE LENGTH W&IT IrbbT NnM rna WNW R�fial VIM rj"r M-17 raw Wn4T r0067 W" w3bu S70' (42'► PRECUT '�+ MM M'M 0M OW 10" MM 1w1 tor) PRECAST 1026 7024 1616 rd' (42'( PRECAST ttl ME MR 40M wl 01M 7w MM MM 01M /M am mm ttw tIM i4M M" 4w 0w 4/M 7M7 4W (46') PRECUT 16M MM M61 MM /110 0w 7104 N07 e•7 (46') PRECAST 718 768 1889 rd Nf) PRECAST MM MOi w0 MM MM MM 0R0 m 4w ap Tw MN "m fu01 M y00 lw 3M 4! AY wb r"6' PREG6T ISM so !IM sm M01 w0 rP � PRECUT Sit 6/1 7075 rd' �.) PRECAST IM 2M 1107 M6 4048 4"1 #iM am 4tl 01M Ra m — HINT Iw MM a00 MM 4w 4"'1 MIO 64' (61') PRECUT 1217 1w 1! ttl MM HIM MM 4w B4• (�') PRECUT 477 4H 746 Bi' lam•) PRECAST 1010 171 IDO m tw MR 4! RM MM 4w 7W tw mi sn s aM wt 4w 6.1P (7a) PRECAST 1062 tw 1rn tw MM we MM we 8.7P (70') PRECAST 84D 66/ 616 8-1P (T0'j PRECUT w 1 iHM MW M. 41M 1M MM 4w 7'I" w t MM MM i1W w0 41M PRECUT 106 uei i1t7 i4M MM wf 4w wl Sd• (W) PRIKA6T S37 ►M 410 OW (In PR ABT w fi10 i117 i110 M" 0010 tl 14R7 tw as aH0 M01 Wti Td• (W") PRECAST 7p 1071 17M f! MR0 'llli wt MM Td' W6•) PRECAST 424 634 668 M 1569 PRECAST 1!I t t My tli wt 17M am MM 11" w7 TW tw tw MM twi m tw 11 PROMW ( 1') 04 - 1N0 ttl 70M Mlt ai• (Nt) PRECAST 626 612 280 84 (1tr) PRECAST w M 11 1M L1W MM w tw tw 3w wi w w 10N 1w 1w wt MM 1at8' (128') PRECAST ab tl w /M MM A77 iw MM. rod' (+�') PRECAST 2M 401 760 lad• (176') PRECUT ! "0 1 1 w1 w wM tw 7fq S" N w 1w t47t tw Mw MM 11'i' (qd) PRH•AS7 m! ! w M1w faH ifW 4w 11•i" (1867 PRECUT 260 462 764 1Yi' (ibb') PRECAST 4N w w tw t! 1w iYt 71N 4w M M 1! 1w tw iIW 1" (140 PRECAST 617 w w S01 M" 2w 9100 Iw 12-0• (144M PRECUT 244 40137 12'd' (14" PREDW 4M ! 701 w 11 tw w r0 1w 1114 am m4M w I mgA Imm 1 i" MR 1ri' (m) PRECAST 2/6 N'I w 1w 14M " sN i 1r4' (m) PRECAST 217 32t 110 trr tier) PRECBT w w w w w t 1 477 w /! tw tw MR MM 4M 4M M "M $41 RMw 1w 14W (16P) PRECUT 270 4114 w sw 25Ira pwj PRECAST 205 203 100 14 P (+aM PRECAST w w mj 7" w t 1M0 40 Mtw Mtw M77 410 4M 771 al tm t 1 10117 1rd• (116� PI6MiRE86B) NA M M M M1 M is r (flag PRIIIS 6® NA 204 01 14'd' (i?n PRS611dM1B) ! w 39 w w MA ! WwA t ! M 1134 + ! w tiro w MM w1 fats 1Bi• (164') PRE67R NA M M M M "MR M 184• (164� PRESIRlBIED NA 766 Al 1" (161% PRB87119BED w tl SO w 4M MA w w w 1 "1 t 14111111 4/9 }10 ti10 aM wl M w0 1Ti' tMS•) PRESIRElS® NA w M M M w M 1Ti• (206') PRE67A� NA 1S4 64 1Ti' (206') PR6611ES� 1M /e w w 4M tl A w 7400 tl t 1M / w i4A ! w ! is M "a ion 19W Wn PRE6TRit6H1 N.R. M M so M M NR M 784• Mn WMTRME N.R. M 62 I" Tom) PRREI E6TBF tM 1M s ! wD w 447 tl M "1 M 1 la tm 4M Mtl ttl tw 1w Im 21'4• Rdb') PRE NA M w M w M NR M Mn PRBIREB6® NA 128 42 2+ti4' l2�') PRt3TPESrfl tM w id w ! w mM w 40 7a w w w t w w w w 11% M "m 22'-0` p64') PRE NA M w NR M NR M 22d" On PRISflR619S® N.R.116 40 MIR OW) PRET MES) 1W 1W M tl tl ! N0 3" w ! w w w w 704 rop Im 1w 2,r-0' On PRESTRESSED NA M M M w M M NI wo amPREl1A�1® NA S1 rd 2P4" pN1 PRFr9i11 t" IN iM w M iti w 4M 410 w ! m w w ty w 4M w w tw (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (0) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUwTAKEN FROM'SAFE LOADTAKWBY CASTgETE MAY2M EDITION-PRECASTPRODUCTS SYOTHERSTOMEETOR SUNDIAMAMBSTATED UONE -ALL PRECAST PRODUCTS ARE TO BE WTALLW P6R MAMJFACTLNEiB SPEGFSATI&A -PROVIDE MSM1M Ir OF OU" PAST EACH BIDE OF WSDOMI OFE" PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORAT] ON-CASTECRETE DIVISION ACCEPTANCE #: 16-0126.03 ------------------------------------------------------ 8Fle-1T/0MQB 8F16-11T/OMIDS --- 1 1 1 I I 1 � I 1 I I j I I � 1 � ♦ 1 ♦ 1 ♦♦ 1 1 � 1 1 ♦♦ 1 1 1 1 ♦ ♦ 1 1 ♦ 1 1 --------------------------------------------- ------------------4 1 � 1 1 i 1 1 � 1 1 1 1 � 1 � 1 LL 1 1 1 4 1 UNO PROVIDE B81 1.�y WHERE ROOFTRUSSES BEAR. TOP OF WALL EL. 8'-8" UNO -S 1 1 8F16-1T/0M/0B SMAT/OM/OB SF1S-1TAANOB ---------------- --------------------------- ------------- -------------------J LIFT BEAM PLAN SCALE: 1/4" = 1'-P 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdes4M*up.com L AA #: 0003325 . Pi N 6 ULL3 iumm a LO ABBOTT PARK LOT #24 BLK. #8 PTtMOZMT# 04181.000-24081 mops:, 3EAB 111504- ALLEX" oARwoa WWWO2 RIGHT PAGM LIFT BEAM PLAN AND NOTES %J60 MPH EXP. C 11 DRINT w9/12/19 8CAXJb 1/4"=1'-0" !LIE= S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR VW 1a' HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"xa" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM i#6 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL �(V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND (#S� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#6 BAR IN EACH COURSE. TYP. 8'k16" EiP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 0 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 6 / TOP OF THE LINTEL. B„ / �Ya- O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS" DEEP. j� betps�g Bx18 DBL. BOND T BEAM W/(1)#5 BAR BOND BEAM �VO��, 0 EACH COURSE ' Vt� 8x8 BOND BEAM T 30" TYPICAL W/(1)#58AR .,M; BOND BEAM F OQ F FILLED W/ GROUT I ,V�O U = UNFILLED GROUT SOLID FROM #5 BAR IN BOND BEAM NOMINAL LINTEL TO TOP OF BOND OF OPENING — WIDTH # OF #5'S, IN 2NO BOND BEAM BEAM COURSE SEE NOTE 5 �/c R PRE -CAST CONCRETE A ��o T/ 1 B ZT)E �16-1 � NTER NOMINAL MASONRY CORNER LENGTH OF BAR=WIDTH OF g OPENING-7' QQ' HEIGHT BODBEA C BEAM DESIGNATION BOND BEAM COURSE OR n REINFORCING OF BOND BEAM SCALE: 3/4"=1'-a' IT IS THIS ENGINEER' INTENT #OF#5'S,BOTTOM BzBPRE-CAST CONCRETE G SCALE:34"=1'-0 THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER AND XFXX - 1 T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOE OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2z4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BEN AS SHOWN 3 2X6 (MIN 2 X 3) 2-WI6 TAPCCN ,� 1�, PRE-CAST.a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 UN-) 8" SLOPE FROM EACH END AND 18" IN,- 1/4" EMBEDMENT �i 2.8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE. 145 MIN HEAD AS TO NT 2X4 SOLID BLOCKING END BAR O BEPLACED IN i114) 83 FROM EACH AND 1 SECURE TO SHEATHING W/ UPPER AND LOWER #6 MINREWIRED IN . BOND BEAM EACH CELL HOOKED IN 18"O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK EA END EMBEDMENT EMBEDMENT v'mUw, TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7116" OSB SHEATHING CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=i'-a' SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL ' I — ISINGLE #5 CORNER A BAR, 30x30 TURNED UP OR TURNED DOWM INTO STEEL REINF. OF FILLED CELL BOND. BEAM G8x8 CMU PIER I I / W/ SINGLE OR DOUBLE REINF. SARIS), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH PROVIDE #6 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=V-a' � SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdes*group.00m L AA #: 0003325 J O tl g; Q jj J OtrnnN a LAOT# ABBOTT PARK LOT #24 BLK #S P1tOJ�CT 41 —24081 MODAMA 3EAB "1504— ALLEX" GAFtAoa 8TflNoa RIGHT PAcm DETAILS V.160 MPH EXP. C L AR No 9VM DAATa- 9/12/19 OCAI.b 1/4"=f-0" 8393I=r S2.1A W7VdQel 11*? 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 110 HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, F91 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 VWRH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 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 REVIEWAND 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 ACCTLIATED FASTENER, ZF 72 P8S36, .177" ` x 2 7/8" LONG, WITH WASHER Q 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 Z500 LBS SHALL BE FABRICATED W/ A 2x8 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 S" FROM THE CENTER OF THE COLUMN. HEADER SCHEDULE MARK DESCRIPTION REMARK 0 (2) 2X8 2O (2) 2X12 FRAMING PLAN SCALE: 114 = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdmWigroLtp.com AA #: 0003325 O b Q all ilumly. a Lom ABBOTT PARK LOT #24 BLK. #S 4 .0-48 atom 3EAB "1504- ALLEX" GARlAGZ 91FZK : RIGHT PALM: FRAMING PLAN %160 MPH EXP. C D � 9/12/19 82mm 8 S3 NGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR bRAWINGS FOR REVIEW - SHEATHING NO APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTA10 TRUSS ANCHOR "ROOFIWALL/FLOOR H (9)10d x , 1/2" NAILS TO SHEATHING RUSS EA. PROVIDE4"MINIMUM NOTE: FOR W/ SINGLE FASTENER SCHEDULE" ONCRETE EMBEDMENT, DBL PLY, A PT SYP #2 77(80(4'-0' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 1Q" TO TRUSS. FLO176M NO OVER TRUSS (NOT NAILS, 2 ROWS, W O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY 10d x 1 1/7' TO TRUSS EA STRAP. FL#17680 BED IN CONJUNCTION WITH CONNECTOR, DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#176W (A) USP LUGT2 W/ (5)114-AT POWERS IX2, 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV. NAILS TO SEE ARCHITECTURAL TRUSS (2PLV) #FL77240 (NOT SHORN) 2x SECURED W/(3)16d (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WUOD 3/4"x0" WEDGE BOLTS AND 1x2 SECURED W9IDd TRUSSES 0 24" OIC, 1x2, 2x WOOD FASCIA (72) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/CFOR REVIEW 2x SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W110d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, S" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O� SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLV) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS 14 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1a 1b TYPICAL ROOF .yd- GIRDER CONNECTORS) 2a 2b SCALE. 3/ =I-0" GIRDER CONNECTOR(S) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4-0 MOLE EDGE>5N' —HOLE DIAMETER 2/5•D SOL. STUD HOLE EDGE>5/8' HOLE DIAMETER - 3/6-D DBL. STUD STUD NOTCHING AND BORING LIMITS # 1175 UPLIFT USP HTWM20 W1101Dd TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1 /4" x 2114' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 7' COVER 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DLAa - BRACE W/ (3) 12d ® EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'X' BRACE 3V-1" TO 60'-0 (3)'OP BRACE 8'-0" MAX (WIIX4) 0) "X" BRACE 0 CENTER R 10'-0" MAX (WI2X4) (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA, DIAGONAL SEE ARCHITECTURAL 1. CHORD PRE-ENG GABLE TRUSS ICING, SEE N FOR LOCATION STIFFBACK (AS PER ( NOT BE TRUSS ENG) 1UIRED . CHORD OF )D ROOF TRUSSES 1x4 BTM. CHORD BRACING 8-0' O/C —� �—END WALL OR OTHER 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 INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3l4"=,'-0" SEE SCHEDULE FOR BONG BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W 10 DIA ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 370C MAX SECURE GABLE TO 218 P.T. PLATE W/ 12d's e" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS 6CPLE y4"'''°' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LQADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP FIT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. &ALjTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J J E 1ABBOTT PARK LOT #24 BLK. #8 P1tOJ�CT 4 -4 mol"m 3EAB "1504- ALLEX" oAVAOR swn1701 RIGHT PAW& DETAILS 160 MPH EXP. C Dw 9/12/10 SCAIM 1/4"=1'-0" ar�rr S 3.1 A PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'47' O.C. (AT PRE-ENGO WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ®24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY S'MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2XS P.T. PLATE W/ 12d's S" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED Q 10!4r O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0' STRAP TRUSS TO PL. SEE SCHED. BELOW TRUBB TO TOP PLATE A - USP MTW-12 U < 1195 LBS W/ (14) 1 Od GALV. COMMON NAILS. B - W- (2)USP MT12 U < 2390 LBS W/ (14)1 Od GALV. COMMON NAILS EA. USP SPTH4 OR SPTH5 BTM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x3" PRE-ENG ROOF TRUSS 5/e" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE./(2) 16d TOENAILS DOUBLE TOP PLATE 20 OR 2x8 WOOD BEARING WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BO SECURE BT. PLATE TO SLAB W/ 10x9" WEDGEANCHORW/7' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. (M16' OC MAX TRUSS CONNECTION L.B.W. 9a 9b SCALE: 3/4"=1'-0" ROOF TRUSS 04/015 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 ' O• :0 TRUSSNVOOD POST CONNECTIONS 10a 10b 10C Bco,LE; 3/a^=r_�. TRUBB TO POETCONrEGIION A - USP MTW-12 U < 1105 LBS W/ (14) lOd GALV. COMMON NAILS. FL#17244 B - USP HTW-20 U < 2045 LBS W/ (20)1Od VALV. COMMON NAILS, FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) WS3 WOOD SCREWS TO POST FL#17240/FLX172419 POBrT'O BLAB CONNECTION A&B - USP PAU44 POST BASE <U:2,255 G:8,775 W/ 5M DIA x 8' EXP. BOLT FL#17239 USP PAU45 POST BASE <U:2,255 G:13,815 W/56 DIA x 5" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,485 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB & (20) 18d x 2-1/2' NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 t fQpJwj evaa:v & IATt ABBOTT PARK LOT #24 BLK. #8 PROJ>OQT 04181.00t24081 HOD�Ea 3EAB "1504—ALLEX" GARA02 OWnM: RIGHT PAGRL DETAILS 160 MPH EXP. C ol D M 9/12/19 INICAIM 1/4"=1"-0" sx�r S3.1B <1 HP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) -10 ZONE =18.31 PSF (28.31) ZONE2 " 31.68 PSF(41.68) ZONE 3 = 54S8 PSF (64.88) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DNPHRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad GUN NAILS as 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WO IN W OF GABLE END. x—" L ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2 12" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) ad SCREW SHANK 2 12" 0.1201 PNEUMATIC SCREW-NAIL8 1. NAIL S1ZE PER ASTM Fi 2. B84 INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING, USE 112" COX OR 7/10" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ad RING SHANK GUN NAILS 4"O.C. TOP & BOTTOM PANEL AND ad RING SHANK GUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANOR SPECS.) SEE DETAIL W D 00 Z 18 Bd RING SHANK GUN NAILS 0 4" O.C. Ir TOP & BOTTOM EDGES LL Y 2 2 ® Z, a O j .J z I' In So . J Z W z8 0 W Z NO (9a d' W . J Qz m S U' N W LU V Q U So W o 0. TOP CORD BLOCKINGAT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING Z 0 m U BUILDING LENGTH ROOF SHEATHINGLAYOUT AND ENDWALL BRACING FOR OAKS END FRAMING Ed RING SHANK GUN NAILS � 6" O.C. IN FIELD, ` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS a 17' O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS C 17' O.O.) FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE WALL BE 3W STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETEE7ffOS®TO FNRMORWFATFIER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAW NGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW TUGS. APPLICABLE BUILDING CODE STANDARDS: FBCA 2017, 61h EDITION ALL E7�08®EDGESOF CONCRETE ARE TO BE CFWiHt073M'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14. BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., $HALL BE SOUTHERN PINE NO. 2 OR BETTER Fb =1100 PSI AND A MODULUS R FOR STRUCTURAL CONCRETE, ACI 5MEMBASCE 5-13 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE B-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRA EUNDERML SLABSONGROUDW EIENDCATEDON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE CONCRETE BLOCK SHALL COLD FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SFALEDNITfiA11FESVE TINE TREATED. D. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES A 81-ATREATMENT, DTETRAHEDRAL VBE ALL DETAILS SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TYPICAL AND FORMWORK: CORROBORATE (DOT). WOOD FOR STRUCTURAL UTE SE SHALL TREATED FOR AE NY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, NST R O FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0A2 PCF FORDOT ORMORE. 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 FORMAAORK. CONTAINS MORE THAN 54 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 &BOUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR ROUT, 8dl EDITION. SEE NAILING SCHEDULE R PUNS. TO THE ATTENTION R THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQURED BUT ARE BY OTHERS. BYE, 92. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS VVEU EO WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WARE MESH, SHALL BE ASTM A185, GRADE 05 AND BE PLACED IN ACCORDANCE KITH THE AG WOW TRUSSES' TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE WITH 2' CHAIRS SPACED 3'-0' OC EAC HARY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN 9PEGFICATON6 FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND REQUIREMENTS AND SLABGNGRAOE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A015 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS ANDSPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTEDWOOD TRUSS CONSTRUCTION:, AND 'TPUWTCA BCSI 1" AND VERTICAL BARB SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psl REVIEW. WOOD TRUSSES. 20 psf TOP CHORD noncono rd TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38" 10 psf BTM CHORD non-calwn rd #5 BAR - 3O' #7 BAR - 47' DEAD LOAD DEAD LOAD 18 pof TOP CHORD 20 psf TOP CHORD (7 psf Wy ASPHALT SHINGLES) (10 psf d No GYPRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST VIAND UPLIFT: 1 Opsf BALCONY LIVE LOAD 80 psf STAIRS LIVE LOAD 40 PEI PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI 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. WIND DEAD LOAD SPEED =100 WN 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ASCE 7-10 (FSC R2017) EXPOSURE C, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADSUNINHABITABLE ATTIC WTHOUT STORAGE: 10Psf, UNINHABITABLE ATTIC WITH UNITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20ps1, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS' 30psf, BALCONIES (EXTERIOR) DO NOT CUT R 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 AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pd, GUARD INFILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (AG 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THIS TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED R THIS PLAN SHALL SUPERCEDE THOSE ALLSHOPDRAWINGS SHALL REVIEWED BY THE CONTRACTORS PRIOR TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f m -1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, W NO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR NC G DRAW TUGS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM U OP DRAWINGS RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACINGCONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WI WTFOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND $HALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'1JSP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPEGFICALLV NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM W CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATEAND SHALL BE PLACED TI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION , HE WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN T TO CONSOLIDATE GROUT, LATEST CATALOG. FOUNDATM SITE PREPARATION: "M" "S" FOOTINGS WERE DE9IGNEDFORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SWILL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SWILL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D61557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY 311CDE9SFUL COMPLETION OF 317E PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHAI.L NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHAM COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C 04 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TILE ALLOWED FROM VMEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE ISA 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 OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH TIE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL L BE AS FOLLOWS A 3* FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO FMTH)FOUNDATIONS) S FOR CONCRETE EXPOSED TO EARTH ANDADRWFATHER 1-I/7 FOR #5 AND SMA .ER 2" FOR06 AND LARGER C. FOR CONCRETE NOT EXPOSED TOINEATHER 314. FOR SLABS WALLS AND AJOISTS 1412' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kai FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING $HALL BE ASTM A300, GRADE B, Fy = 48 ksi. STRUCTURAL PIPE SHALL BE ASTW63, GRADE B, TYPE E OR S, Fy = 35 bi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SWILL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURNOFF-THE-NJT METHOD. ALL ANCHOR BOLTS SHALL BE GALVAMZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPl1GTON 813E TYPE SPACING REMARKS MRIGDON SIZE TYPE 1 SPACNo IREMPRxS 1x21TFLRRNGIO MASONRY/GONG CABS IMRDBHEDCgI Nall t?'LONG. S"� GMMEDO0R&1LIt TO MA80NRY/GONG. IM'PA NOWA . TAPCON 1,1A90HRY FASTEN6H S, 1t 'EMBED, YEN 11 1...—EDIS,. E.K.—DOORS I. PT, SEE NOTE6 CABS HARDENEDCOIL NML 11?LONG. B"OC STAGGFAED WINDOWiD00R/FASTEN® INTO MgBONHYIOJI,C OMPGE WOR BDd( TO IMSONNYICONC. —DIAw _I— -.N910NBOLT 2n'OC 4"E—o,x"EF»dBT, 3"EDGE— N1NOOW BJd( CASE NARDENEDCdL B`OIC WINOOwCOOR/FABTQJ® METAL STRAPTo CONTACT THIS ENGINEER FOR SPACING i PTSEENOTE6 NatIlaLONG. STAGOENEo INTOrAOBxwYmoNc. uesavRrlcaaa REQUIREMENTS EXT. SWING ODOR p)3R— 'T I.-E.... END NON —NCI W000 I/1" E%PANSON x'BJO BDCN 2v PT.BEENOTEB NO WABIHH BOON' F TNER 18"OIC DIST, I 1 FYEf10ED3T. —TOCWC.8IFB IST. I-O. WI WABHFR BOLT 2e 0A: DUST.. 3'EDGEdBT 2v Pl'WINOOW 0.138•R1Fx218" 0"OO I"END. 018T II? PT TO STEEL COL..SEE WI WABIIHH STAOGEREO EDGE OIBT. NO ES HIM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIOS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA I4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED PAF SHALL BE HILT XZF 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 WTH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED10 2x MEMBERS ARE SECURED W/TAPGONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbde*WWoup.com AA M: 0003325 • Co 4 m O R C avaa:v w r oli ABBOTT PARK LOT #24 BLK. #8 PnOJWT# 0418 . -24 81 MODMU 3EAB "1504- ALLEX" GARAOM 81FUCC k RIGHT PAG& DETAILS 160 MPH EXP. C AROHr W,• STATE OF A-Q� ZEI AR NO 9WM FDAlt � 9/12/19 8CAIM 1 4"=1'-0 p� 2 > j