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HomeMy WebLinkAbout7855 Davie Ray Dr99 99 1504-3EAB-ALLEX wo�KSNP P8v`�� ost p� OfIs'p\A NP�� EG1V WN 1 was BIOMES REVIEW t f? -1 N\1.I- C1� of WtAER 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax. (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: H., DR HORTON HOMES* 12602 TELECOM DRIVE TAMPA FL 33637 1 TEL: 813) 740-9720 FAX: �813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . >E�pjti , & ► � m (�1) *ALLIACAL AND MTlA!!! COOEe$ -OCCUPANCY - pVFlAt •CONSTRUCTION TYPE - VB ����W •MINDi. TBRtOR FINISH - CLAM •BASIC MIND SPEED - Vult=I60 MPH Vasd=124 MPH .EI(POSURE - C •1-STORY RESIDENCE - •2-STORY RESIDENCE -MAX. MIGHT AS PER LOCAL AND STATE CODES AHV. ABOVE NC AIR CONDITIONING ADM. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BQ BOARD CAB. CENTER INE CLG. CEILING cu. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TIE D. DRYER DBL DOUBLE D.G.IADUAL WED DU. DAMETER DIM. DIMENSION DISP. DI POSAL DP. DEEP DR DOOR DTL. DDETAILOWNSPOUTa D.W. DISHWASHER EA. EACH " EULT'°" EQA �EXHAUST EXTERR F.GJFX. FIXED GLASS F.G FUEL GAS FIN. FINISH FLU. FLOOR FLUOR FLES ORCHNT TO ` FOOTS°°° GA GAUGE GAR. pSP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD IT HOE BIB H.C. HOLLOW CORE HDR HEADER IINSUOR HT L IINSULATION INT. INTERIOR LAV. LUM. M.C. MFR MIN. M.T. M L N.T.S. G.G. PL P.B. PH PLT. PR_ PR P.T. R. RAD. R.A.G. REF. sC. iD. S.H. S� SIM. S4 SL. GL STQ SWS TMP. T.O.C. T.O. T.O.P. T.OB. TYP. U.N.O. V.P. W. Wo. WDW. W� LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM MUNLTHRBSHOD ME`AL TO SCALE NOT ON CENTER ER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL It FRIGERTOR ROOUGHHOPENING SOIEDCOREEXTDR SMOKE DETECTOR SL HE? HDNGROLAND SHEATHINGW SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL ON T MPR S HEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF AB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WINDOW WROUS;H�« DATE DESCRIPTION ffbinA3 CA"Tit=TICN DOC RI NTS ISSUED ARCHITECTURAL SHEET DESCRIPTION 04M M-AN Iygpr E PG CS -COVER SHEET PG GN—GENERAL NOTES PG AI -FLOOR PLAN PG A2C-ELEVATION C PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Di -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL PG wnz-wAT.L ASSEMBLYDETAILS DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS p3/�yg �v19ED LhJTEL 81ZE ENTRY 06aVIS ADOW LED Lr,N7a TO KMMEN 4 aeT MR MAW W06 IDM/l3 ADDED DODLArour AGDECOpE B'•o'CL6. • STATE OF FLORIDA PROFESSIONAL ARCHITECT: 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 SQ.FT. CALC.'S LIVWi 1,504 ISQ, FT. MARAW 3W SaFT. 3' sQ LA i 86 Ga FT. TOTAL 2011 W. FT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.iB-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 S31A-DETAILS PG S3.113—DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRZTA710M 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 EXPLANATION IN DRAWING SETER TO SUILD , THE THISCTT PPROCEECT DURE°NST OR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT dR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPONDIL 10 AWRITTEN RI7's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407.7744078 wwwsbdosWvgmup.com L AA MH: 0003325 ED LL13 sU=IV ea Loa^. ABBOTT PARK LOT #46 BLK. #9 04 a T -4609 MOIDz a 3EAB "1504- ALLEX" 0ARA0a 8VnXGk LEFT PA00 COVER SHEET 160 MPH EXP. C DATj& 11/25/19 sCALW. 1/4"=1'—O" si!>C>ET cs IMMUL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.12. 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 AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECDENGINEER 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. 8. 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 WRING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. S. 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 ICONSTRUCTION ADMINISTRATION SERVICES ARE IOTA PART OF AB 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 BUILDER'S/CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUM $ ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. SAME AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MN. 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 R30251:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE NALLBE EQUIPPED WITH SOU WOOD DOORS NOT LESS THAN 1318INC HES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-M INCHES THICK, OR 2D•MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3M52: 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 (0.48IM0 SHEET STEEL 1" MN. RIGID ONaMETALUC CLASS ORCLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3M6 & 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION I$ A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. sn wowc 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 REPORTAND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE 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 3'-D' 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 BUILDINGAND 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." TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2D14) 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 & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUlNB 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 h' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EVE M WALLCOVU&M 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 EcrERaa FIIINE! 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-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063- 11A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EVEWR IGMA iS 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 IN TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 1441 N. RONALD REAOAN BLVD. LONQWOOD,FL 32780 PH: 407-774-6078 FAX:407-774.4078 www.abdeaWWoup.com L AA •: 0003325 �ElS� Tom] 0 (Sy yxQ� sysDIV en LOT: ABBOTT PARK LOT #46 BLK. #9 PIROJEOT/ 04181.000-46092 MODBU 3EAB "1504- ALLEX" OAF-ALOM tlwnia: LEFT PAaS: GENERAL NOTES %160 MPH EXP. C Pvmm -1 w11/25/19 =AIM 1/4"=1'-0" sign T GN 3052-SH (2) 3052-SH ulY 0 3-SN 0 uD - `r P Y m r� a0 `r 4 io I POYIBt sHrT1R 1 C. a DRNIG ROOM i W-V CLG. I 1 m I s v ----^ 9 I�'-B• I s S,-4- 2'•4• 3'-S' 2'-10' 5'-621-0' I 33'-8' Q �* I 0 0 I < LAi1N. ; ��� � L 0 i i0 v 9 _ I I V-®' CLG. t '�1V i M — I LANAI IW-acL:& I, IRING ROOM I�`�-%DW X - '?;OPT•1� a I S 0 CLG 1 A 'e`` Ialtiil� OPT. 9 e'-Ca4 -s e L �i 0, I jv Al 11 v �• � I II v I I I SINK LTN.BOLLARD IR_8FI b2 ---- ---� RMIGEb2C M1 I a0 BA1TT#2 �/ AS REa °' A a WTC ---� O_ _ J HAM I . M - S'0'CLG u> 8' Nr PER BLDG I 1 O - CODE 2'-4 6'-4' IfY m o2-5 2-8 1 GAUGE 1 j 9 m 9 a Q $ IQ ® ® - M I Oft T. AV. LAV. buTsv sum GW�s� OWm!s ul% BATH 3-SW V_rCLe. i4 = _ I I 1 8 � I I 0� m " 36 xbm' ° BMR00M#2 $'S I Q I 2 SHIM I� ffiI I I ® PAN qur- n - iiiii[ilill[lilllliiiii.-iiiiTMlRUff= FLOOR PLAN SCALE, 1/4 ° I'-0' NOTE. -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 BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR WONEYC 716-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MIMJTE FIRE -RATED DOORS. SQ.FT. CALL. S LIVING 1,504 Sa FT. GARAGE 390 SQ. FT. ENTRY 31 Sa FT. LANAI 86 Ga FT. TOTAL 2011 SQ FT. MASONRY/FRAME WALL LEGEND 8'-0®LL UND ON PLANS 15We WAT. VARIES 4' INTERIOR LOAD BRG. WALL UND. ON PLANS 0 4' INTERIOR NON LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE 6'-0' -ALL EXTERIOR DOORS TO BE S'-0' UNLESS NOTED OTHERWISE CGI/GIEIEND CLACONDN/OLONIf suc Mo EB�O�A! RNta NECgo aIIIIN' aFBNOt lam aNE DOINNUDOW NlYYKB NOTIIE FOOTAGE MIN. WINDOW 5 3'1/-50 CRITERIA EXTERIOR SWINGto 5 96/-41 DR. MIN. CRITERIA SGD. MIN' 41 5 34/-43 CRITERIA 16010 OAX). IG 5 31/-30 BASIC WIND 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. achirloLomw DDL. TOP PLATE 0 M BAR DETAIL A SCALE. VI'•I'-®• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-T746078 FAX: 407-774.4078 www.abdeslVkgroup.com AA N: 0003325 h J o a sTrsa><v. at I ABBOTT PARK LOT ##46 BLK ##9 PROJWT# 04181.000-46092 AWDZIU 3EAB "1504— ALLEX" 0ARA02 8111x0: LEFT PAGE: FLOOR PLAN %160 MPH EXP. C I11/25/19 A=:1/4"=1'-O" EET Al 0'-0' FIN. FLR, Ma 4' FRIEZE BAND LAP 91DNG AS SPECIFIED (TYPJ PAN • I,ll FRONT ELEVATION SCALE, V4 . I'-m' TEXTURED FINISH OFF RI� T -0' BRO. HOT. -4' RAISED BAND (TYPJ -4' RAISED BOND (TYPJ I'-0' FIN. FLR OFF RI� T LEFT ELEVATION SCALE, 114 . I'-®' TEXTURED FINISH OFF RIDGE VENT 0'-0' FIN. FLR, OFF RI� T REAR ELEVATION SCALE. 1/4 . I'-m' TEXTURED FINISH I II I I I I I I I I I I I --------------'------� 0'-0' FIN. FLR OFF RIDGE VENT 8'-0' B13a. HGT 8'-0' BRO. HOT. I I I I I I I I 0'-0' FIN. FLR 0'•0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH RFAOFATOC = zzw9,FT. NET FREEVENTNAT10N AREA REWRED = 1/mo RECAMED VENTNATION AREA 7733 /3RR 7.M s 107L36 SO. IN. MIN. RRgil/I®VOMLATION IN LWM = .5% jon36 PORIgN OFATTIC = 535.f8 50. IN. IRAIANCEIO RE PRONIOED INSOFFROREAVEVENTS) RIOFEVFNTIUTION AREA - 1ISSO,IN.PMVMT ALR�VEHISgECOM ♦ " ueoFVENrs PROVIDED 5 4B-®BRO. HOT. E34 HOT. 0'$' 0 FIN. FLR. —----- 14- I � I I II II l / DECO. DETAIL A SCALE= v2 • I'_m• 1441 N. RONALD REAOAN BLVD. 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(CONDUIT TO TEIE•IINATE ABOVE SCMIT • OVERNANW 150 AMP ELECTRICAL RISER NOT TO SCAM O"IMATION SERVICE 80 AMP DISCONNECT SWTC.M AND 00240 VOLT 600AAL NOTES, M ELECTRIC METER N I ANAN A. ELECTRICAL MATERIALS AND MTALLATIOIS SMALL NSMA 3R ENCLOM#E COMPLY WTM ELECTRICAL. PRDVISIOSS OF THE FISCIN S1H PMoL EDITION (2011 LOCAL CODES, AND ALL LOCAL POUM COMPANY REOISR@'!iT'S, B. ALL CQOUCTOM MALL = TYPE THMMMMM UNLESS NOTED O'M1EIEIASE. PUB OR COTPANr 7RANSACNIMERNTEMriTlM taLEnNate all"al SNTR•NCE aauEAN'ENT ISONDNG CANA Tazvwm aSRVICS ENTRANCE am- SIN TERINAL AT LOW �� VTOLTAaE CANNECTIONB Fw I VV-3- p LED LIGHTING @ SINGLE LAV. • BATH 7 I 04 CU SERVICE 61EOLND C400449CM TO CONCRETE ENCASED FOOMM STEEL PER ELECTN6CAL PROVISIONS OF THE ®rtIrJN nay. S/N' DIA X E PT LONG CAPPER CLAD 6ROISD ROD �.------------1 � I IltTp b, I LED LIGHTING C� DOUBLE LAV. OWNER'S BATH LANAI OUTLET FOR I HER I Uvw ROOM DISHWAS11raTC ) I I , I I CEILING STD. I I ��' F'R£-WEED I L - LIGHT TO BE 1 . Q-G FAN I III!! L -\ - INSTALLED, -L 15ox Foot ( JBOX ' OPT. PAN I i rrII ( SA. 1/ owws surm M PRE-WRED CLG PAN I `")::� j GPI \ wic. 1 I— ` WROOM#3 ". I I\` PRE-W�•. CLG FAN PAWL: A moo mo ©Q©�Q©O ®oo mo � ®Os© on MILS ®oo • m n mm mm. oaELM momlmom. m. om m mom _.: mm mm o00 ©am so© mm o00 s©o• mao �o ©o• ma© mmm �s� mom. mm� ELM 0 A 0 emmm -MEN=mmom �omlim. —a--EmY . I I owl I FOYER /'DII�IGROOM ® �T. ILRO � PAL R�IX\,IT,U IIIIII L AGE GARAGE DOOR BA1#2 ' - yy�� OAMM EYLESS EP GPI � BEDROOM12 \i ' rIFWALL MOUNTED LIGHT USWTCH\ IN I� FIRED PAN ATTIC III CGLJ I I IRRIGATION I _ OUTLET a 48' I ( PANEL APP. GFI OPT. MIMMMETER COACH LIGHT FIELD VERIFY LOC. ELECTRICAL PLAN SCALE, V4 • I'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdmWigroup.com AA S: 0003326 q - • J 5 b olI fABBOTT OT: PARK LOT #46 BLK. #9 0-41 JIMCTIP 460 2 MoDmu 3EAB "1504— ALLE)CI GAF-WR 11111IN k LEFT PAGE ELECTRICAL PLAN 160 MPH EXP. C AR NO WPA J VAM -DATOil/26/19 MICAUk 1/4•=1'-0" stmczT E1 I I I I I I I I II I II I IIA I I I 1 m I I 17'-1m' IS'_7• I 2-.7• 2'-9• ____ 13'-11' __ iv I I I j i .1LLI'. Ein I III • I I II II • I II ® 01G. - F I Y• I I I p I i I I _ LA IV � - I I I I I I 96'xbm' OHM I I I I I , I I F-AN I I N NB IT-10' W-4• 47'-10' PLUMBING PLAN &GALE• 114 • I'-m' TO MAIN VTR NIC I N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-774.4078 www.abd••Igagroup.mm AA N: 0003325 O F F ly ac rroaiOTT PARKOT #46LK. #9O s -46092 IJ 3EAB4-ALLEX"O3 BWUM: LEFT PAOr. PLUMBING PLAN 160 MPH EXP. C NOLMD A ABOUCHAM L AR NO SOM I DATM 11/25/19 OCAIX. 1/4"=1'-0" PLUMBING RISER P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. LEGEND NOTE, ALL HVAC 70 HAVE PROPER U 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE PANG W/ DRAMS OF NO LESS TEEN R-i RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND ® SUPPLY AIR DIFFUSER INSTALLED AS PER FBC 6TH EDITION (20n) MECHANICAL BLOC. CODE SECTION 603. RETURN AIR GRILL ATTIC SE URE STRAP TO C4W_ CO DEENSER TA SR SON WB ROLL STRAP 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISM CLASS I AIR DUCT AS PER NFPA WA 2-3) ® SIDE -WALL OR 1 WAY DIFFUSER CEILING EXTERIOR WALLUNIT OR EQUAL — SOLID LINE- SUPPLY TRUNK O O 4. FRESH AIR INTAKE& SHALL NOT DE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT AIR RETURN OUTLET, OR SANITARY SEWER VENT OUTLET BROKEN LINE- RETURN TRUNK PLENUM R d S. ALL EXHAUST AND OUT6IDE AIR INLET DUCTS, ALL DE CONSTRUCTED OF SMOOTH GALV. METAL. BALANCING DAMPER OR ODD SUCTION AND LIQUID 4' CONCRETE SLAB �C1UI� PTO CREWSUNIT tUt (2) OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 O CEILING EXHAUST FAN AIR SUPPLY 1 REFRIGERANT LINES d 1:1EXTERIOR CONDENSER UNIT 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO MC 6TH EDITION CEILING EXHAUST FAN a LIGHT AIR HANDLER (20n) MECHANICAL CODE 605.1 O/A OUTSIDE AIR WALL CONNECTION T O PAD 1. BATHROOMS CONTAINING BATHTUBS, &ROWERS, SPAS AND SIMILAR FIXTURES SHALL DE THERMOSTAT 1 3/4' PVC CONDENSATE DRAIN LINE MECHANICALLY VENTED IN ACCORDANCE WITH FEIC 6TH EDITION (2011) 0n) MECHANICAL hEGHANIGAL CODE SECTION M PASS-THRU AIR GRILL EVAP. TRAY j PVC SLEEVE TO LIDS BELOW SLAB NOTE- MAIN COND. DRAIN 3/4' DIA • 121FROM 403. OVER HEAD STRUCTURE a ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE PLATFORM T RETURN REFRICsERANT LINES TO CONDENSING UNIT RETURNED, TO EQUAL AIR EXHAUSTED. TRAP DRAM LINE AND TERMINATE 1.ALL FIRE RATED CEILMGS AND WALLS SHALL HAVE AN APPROVED FIRE OR PIR?:/SMIOKE MAN *PROVED DRAM, PER DAMPER'S LOCATED AT CEILING Olt R WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO ) PDC6TH EDITION (20n) RESET DAMPER, ALL DAMPERS SHALL DE INSTALLED TO W& RECOMMENDATIONS AND FOC 6TH DLDG. CODE EDITION (20n) MECHANICAL CODE SECTION 601. HVAC SECTION 301 ZA DRAINS 10. GRILLES AND DIFFUSERS, SHALL DE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL. FANTECH OW 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. 61X ELBOWS. SCORIATED NICKEL FIN, DOOR BRONZE FL. PL. OR WALL FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC VL00R SLAB CLEAN -OUT (T COUNTERSUNC CO. PLUG SEE SPEr_ r-6•xe• coNc. FIN GRADE OR PAVING FITTING OR O EXTENSION TO SOIL OR WASTE AS REQUIRED MECHANICAL PLAN SCALE, 1/4 . 1'-0' vEXT. GROUND CLEAN -OUT (TYPN l 1441 N. RONALD REA01W BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAR: 407.7744078 www.abdes(gngroup.com AA 0: 0003328 b X ABBOTT PARK LOT #46 BLK. #9 PROD .O r -4 6092 xoDmu 3EAB "1504-ALLEX" oARAos Ewtxa: LEFT PAGM: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE PRE-FAB TRUSS V1' GLfi BOARD— Z- 1/2' OWTWALL -— — �_T')' SECURE BT. — MATE TO SLAG IW Wd MASONRY NAIL • 32' O.G. MAX FIN. PLR 2X4 WOOD STUDS 024' Oc l7VIG• DIuwo m PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN ib' O.C. OR, NOT LESS THAN 2xh, WHERE SPACED NOT MORE THAN 24' O C. )TYP. INT. WALL (NON—BRG. ) Dl 5CALE, 3/4'•I'-m' S' DIA, SLEEVE, DO NOT CUT BOND BEAM• SOLID GROUT W/ (U- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARB zA PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■1'-0' Are rT,1L LI1f : i F4C uat Fox arA LN as N'OTR�aD. aaoD aua g GAS LINE THRU BLOCK v! — FIBERGLASS SHINGLES OVER OM FELT PAPER OR FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 9m FELT PAPER MSTALLED SECTION FIBERGLASS SHINGLES OR TIC R9m9.1.I�ON O.S.B. OVER W FELT PAPER DUCT, INS PRODUCT, INSTALLED SHEATHING �' COX OR SYNTHETIC PERCAB.SECTION UR PLYWOOD SECURED PER PRODUCT, INSTALLED ON �' CAB. SHEATHING SHEATHING-, FASTENER SCHEDULE PER SECTION RWS11 OR k CDX PLYWOOD ON J ObD. SHEATHING /S' G1 PbIM BO SECURED PER OR k CDX PLYWOOD OR L12' HIGH FASTENER SCHEDULE r SECURED PER STRENGTH CLG. TT'P. FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE orl• STRUCTURAL 2x FASCIA PER ELEVATIONS PRE- TRU66 SEE ENERGY CODE FORMS INSULATION It -VALUES PRE-� VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENdm GABLE TRUSS MTL. DRIP EDGE �' hITL. DRIP EDGE I._m. PER ELEVATION � WEEP SCREED 2x FASCIA PER r-p 2x FASCIA PER ELEVATIONS OA : i ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS WINDOW ATTACHMENT S PER MANU=ACTURE6 SPECIFICATIONS f �REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24, OL. L12' THICK 2 COAT PORTLAND 1,4' THICK, 2 COAT PORTLAND S' CMU CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED 1/2' GYP. ILL. MD. DIRECTLY TO MASONRY DIRECTLY TO MASONRY - WOOD BABE —� m'-v FIN. FLR _ _ — 0'-0' PIK FLR a. •• a' a. ' 4 n W/ WINDOW OPENING �TYP. WALL SECTION n L NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF TO LESS THAN 4.-12, A 4 1—STORY HIP BLOCK WALL (2)OLAYERIUNDERLAYMENT SYSTEM SCALE. 3/4•-1'.0' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4969 TYPE IV, OR ASTM D fo751 H' TWCK, 2 COAT - F'ORILATO CQLR Dp"Imy TO MAGONpT "m 000" DEAD mm s• cru aaa R:MdCBT 2:6 P.T. VD ATTACWW TO F" GRL Y FM APPRWAL ISO. IRALAR I MAGIMt NOD a),GARAGE DOOR JAMBS D1 SCALE: 11/2'"I'-O' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIOW PER STRUCTURAL DETAILS PRE-ENG WD.TRUBS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT-1--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-V' FIN. FLR e' cm a a. ..a ..4 W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 4x2 P.T. FURRING STRIPS • 24' O.C. 1/1' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.0 ON J' Oba, SHEATHO�s OR k COX PLYWOOD SECURED PER I.-C. FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE 714" WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU m'-m' FIN FLR B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL VSCALE, 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abde*Wn$roup.com AA N: 0003325 3 0 su=ly as LGa� ABBOTT PARK LOT #46 BLK. #9 it awT-4 6092 HGDEI4 3EAB "1504—ALLEX" GARAGE iWUM: LEFT PAGE: DETAILS 160 MPH EXP. C A•BOLT6 4' EMBEDMENT MN I_EVOLY FROM FLOOR TO Do Q,aRAdE DOOR Slim Wv (5) IN V')6` A -BOLTS 4' E'OEDPENT HK WV 21 WAGNER AND NUT !PACED Y FROM FLOOR TO d,ARA" DOOR NOR N JONM PRIOR TO FILLN1 ldxs PT BLOCK • MINTER OF 1E DOOR HEADER WIKI)){ W J-DOLT• 4• EM OMMIE IT W) 2X2-W UK04M AND NUT. I'~ACTUR1011'! b4TALLATION MTR1CT10N6 WFEIR EWCN NWTIRICTIO0 AIR MORE STRIPddW GARAGE DOOR i BUCK ATTACHMENT 2 --.P.' 6' CM111 JS' DRYWALL TII'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN SECURE THRU FRAME 4 EXTEND Lis' INTO BLOCK MM. SHANK 81ZE .149 MIN HEAD SIZE 300 MIN EMBEDMENT I-Y4' WITHIN 6' OF EACH END 4 IS' Or- MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTURE6 DETAILS. NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +6/4 A TT TO .31 4 + a SCALE, NTb. 2X4, m SECURE TO 15LOO K W/ 1)b' TAPCONS OR (MIN SHANK SIZE .145 MIN HEAD SIZE JIM MIN EMBEDMENT 1419 WITHIN 6' OF EACH END l W Cr- MAX SPACNG. 2X6,mw SECURE TO BLOCK W/2- TAPCONS(MN. SHANK SIZE .145 MIN HEAD SIZE 300 MN. EMBEDMENT 1Y4) WITHIN 6' OF EACH END l S' CMU IB' O.G. MAX SPACING K' DRYWALL 2X6,® I'X4' OR I'X2' P.T. NAILER SECURE TO BLOC K W/2-%, OOR CASING TAFCON6 (MIN SHANK SIZE JAIS MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT i Y4) TTAGH TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. 16' OG. MAX SPACING 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 340 MIN EMBEDMENT I Y4) WITHIN ' OF EACH END l S W6' O G. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6�m SECURED THROUGH SECURE BLOCK WFJ-V PION -STRUCTURAL Ilb' MIN IYi MN. SWANK SIZE .145 EMBEDMENT MBEDMIENT INTO BLOCK MIN. HEAD SIZE 300 • Cmu MN. EMBEDMENTIY4) DRYWALL UMTHIN 6' OF EACH END l 10' O.C. MAX SPACING. 'X4' OR I"X2- P.T. NAILER 2XS.am SECURE TO BLOCK W/2-2i(r' 7*' Obb. X 4' MIN (MIN 6HANK SIZE .145 DOOR CASING MN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIN EMBEDMENT I &) ATTACH TO 2X PER WITHIN 6' OF EACH END ! MANIFACTURE6 DETAILS. IS. Or MAX MAX SPACNG NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-16 1,p' n WINDOW TO BLOCK +1-18/ a SCALE, NT . 2X4,m SECURE TO BLOCK W/ Nlb' TAIRCON6 MIN SWANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I A') WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X IS' Or- MAX SPACING. MIST 15E ON OUTSIDE 4 2Xbm SECURED THROUGH SECURESBLOCK W12-ib' NON-STRUCTU TAIRCOMN. IA (MN. SHANK SIZE .14b EMBEDMENT INTO BLOCK MIN HEAD BIZE 300 MIN EMBEDMENT I Ye) 8 GMU WITHIN 6' OF EACH END 1 yj• DRYWALL O.G. MAX SPACING. a I'X4' OR I'X2- P.T. NAILER 2 X8m SECURE TO BLOCK WQ-)W CASW-v TAF'CON6 MIN SHANK SIZE AS MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN 6. OF EACH END 4 MANFACTUREB DETAILS. 10' O.C. MAX SPACING. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB 70 BLOCK +1-1 2' DOOR JAMB TO BLOCK +2 ��4" u BTO BLOCK +1-1 ' u f • TO BLOCK +2 IX 2X4s SECURE TO BLOCK W/ e%' TAPCON6 (MINN, SHANK SIZE J46 MIN HEAD SIZE JIM MIN EMBEDMENT IV,') NOTE, STRUCTURAL 2X WITHIN 6. OF EACH END l MUST BE ON OUTSIDE ! 2X bm Or- MAX 6PAGW is SECURED THROUGH NON-STRUCTURAL TBEA PTO BLOCKLLV!•1b'TAPCON MM. 144' (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK. MN HEAD SIZE 300 • cm MIN EMBEDMENT I Y49 DRYWALL WITHIN 6' OF EACH END 4 'X4" OR I'X2' P.T. NAILER 10' O.G. MAX SPACING. D 2X6m SECURE TO BLOCK W12-ib' TAPC 0NO CASING D (MIN. SHANK SIZE J45 MIN.EAD SIZE 300 MIN EMBEDMENT I Y4) DOOR JAMB OR WINDOW WIT141N 8' OF EACH END l ATTACH TO 2X PER Is. O.C. MAX SPACING. MANUFACTURES DETAILS. nen. wai 4A,®ao To rues 4ws,eo ner oaoam,h� DOOR JAMB TO BLOCK +3" E SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ INA' TAPCONS MIN SHANK SIZE 30 MIN HEAD 81ZE 300 MIN EMBEDMENT IV) WITHIN 6' OF EACH END ! NOTE, STRUCTURAL 2X IS' OIC. MAX SPACINOUL MUST BE ON OUTSIDE 4 2X6sm SECURED THROUGH SECURE TO BLOCK WR-11b' NON-STRUCTURAL Ilb' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Ys' o EMBEDMIENT INTO BLOCK. MIN HEAD SIZE 300 MIN EMBEDMENT I Y4) WITHIN 6' OF EACH END l 8' CMU K' DRYWALL IS' O.C. MAX SPACING. 2X6,mn VXW OR I'X2' P.T. NAILER SECURE TO BLOCK wa-V 21 2X SECURE TO TAPCON6(MIN. SHANK 61ZE STRUCTURAL MEMBER µb LLV/2fl2d WITHIN 8' OF EACH MIN HEAD 61ZE 300 END l 6' TO 6' O.C. MAX MIN EMBEDMENT I Y4 J OOR CASING WITHIN 6' OF EACH END l DOOR JAMB OR WINDOW 16' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6141M AS NEEDED TO F'LU'1B JAMB (DO NOT EXCEED A") DOOR JAMB TO BLOCK +3' F 2X4a SECURE TO BLOCK WNi TAPCON6(MIN. SHANK 61ZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 Y4) NOTE, STRUCTURAL 2X WITHIN W OF EACH END l MUST BE ON OUTSIDE 4 W3' O.C. MAX SPACING. SECURED TWROU5%H 2X6,® NON-STRUCTURAL lib' SECURE TO BLOCK W/1-1/4' tAPCON MIN. i-Y4 TAPGONB(MM. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN HEAD 61ZE 300 8' cmMIN EMBEDMENT I Y4) •DRYWALL WITH6.IN OF EACH WO.C. MAX 8-ACW,�, I'XC4 OR 17Q' P.T. NAILER 2X&r SECURE TO BLOCK W11-114' Y.' Ob.B. X 4' MIN TAPCONS (MIN SWANK SIZE .145 DOOR CA6MG MIN HEAD 61ZE 31J)0 MIN. EMBEDMENT 1)41, J DOOR JAMB OR WINDOW WITHIN 8' OF EACH END l ATTAACH TO 2X PER 10' O.C. MAX SPACWJG. MANUFACTURES DETAILS. r w A6, W rues,w me,nr s W DOOR JAM TO BLOCK +3-7/18" G * BLOCK +3 —7 E, NTA 2X4m SECURE TO BLOCK W/Y4 TAFCCNS MN 8WANK SIZE 145 MIN HEAD SIZE 3" MIN EMBEDMENT I Y49 WITHIN e' EACH END l NOTE: STRUCTURAL 2X IS' OG. MAX SPACING. MUST BE ON OUTSIDE l 2X6,Isn SECURED THROUGH SECURE TO BLOCK W-1/4' NON-STRUCTURAL 11b' TAPCONS TAPC.ON MIN. I-Y4 (MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4) a' CMMU WITHIN 6' OF EACH END l JQ DRYWALL 16' Or- MAX SPACING. 1'X4' OR PX2' P.T. NAILER 2X6>ma SECURE TO BLOCK WVI-114' ' P.T. X 4' MIN. TAFCON6 CASING (MIN SHANK SIZE .145 MIN 1EAD SIZE 300 MIN EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END l TTAC 4 TO 2X PER 18' O,G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" H 1f 70 BLOCK +3 3 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH:407-77441078 FAR:407.7744078 www.abdasWBTOoup.00m AA M: 0003325 A pg� q Y QQ E pp I'l sMrM3DIv ae LOT! ABBOTT PARK LOT #46 BLK #9 PUDJICT 048. —46 1ODZIA3EAB "1504—ALLE)" OARAdZ lMUMs LEFT PAOZT DETAILS 160 MPH EXP. C LROI M AABOUC AM r 11/28/19M 1/4"=1'-O"T 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 FL27234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF 71LES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS& DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/32/2038 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 S891.1 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 10477.117 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 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W. FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.00m L AA#: 0003325 , g oil -LLL.) aUBDIV. Aa LOT: ABBOTT PARK LOT #46 BLK #9 PROaMTO 04 81. 00-46092 MOD=, 3EAB "1504- ALLEX" OwRwaa DWDM: LEFT PAGM PRODUCT APPROVAL LISTING 160 MPH EXP. C MAN!) A. ABOIIDHACRA %Z AR NO 987M T /25/19=1�-O" IttNT PIlOR1'ED CON4IROL JOINT ALA lmm OF CONTROL JONTB Td BE WIRED TED TO LATH • S' = MAX (VERTJ SO= DO NOT PASTEN CONTROL JONT TO WALL EVEN P STUD EXISTS ]B]��EYLLOOpNNpD EXCN" 6TAPLE6 W( 6iCYO CONTROLMJow TBT. DIkNb 616TALLATION -N PAWOMM TO RS SPACli e T' OG MAX VERTICALLT / / / \ J' 7140r. 1R3 BOAT CRIENT PLAST �� UIIB LAYER 9. PORTPU2ER / DYILDNO PAPER APPROVED METAL LATH PA&TlPED Al' (VBRTJ = MAX AT SUFF40 M Wm LAYER ti STUCCO WRAP uIDOD SIEATM6I3 LATH SMALL NOT BECONTINUOUS vrov vwv TNSOIISM CONTROL \ JOINTS BUT &MALL N STOPPED AND ED TIAT EAC1( SIDE. PER ASTH CIP63 2X4 BLOUCN6 l)PJA PLACED PLAT MAX 6' TO S' \ FROM Ct7MMOL JOIN WEN CONTROL. JOINT FALLS ON I.AWENER6 FOR LATM TO RS NAIL& STRUCTURAL 6TIO STAPLES N COMPLIANCE UV ASTM C063 2.OW TES TO RS (Na M)dW416' USE / 3. BLOCKING 8MOUN MAY BE N ADDITI�j• \ TO WALL 6TUD6 P E WAD PER PLAN / IV ,,I, ��� 0 UVIN]w , I'm Ol tULp NWIO. PT. A ®FOI.p OL rrrwro P PT. ICAA Lam. PN.6 L L9IAN a Pr. C OLI"WEND. PLA L CIS.YR • fh', e • FOLD P 40- ® L IDLD eS1Y0 . PT. A L QWAIR art. e R.cI aR.0 4. POLD PT, c OYRR R. nnorrm" PLANU 11110. Tt� r 0 RDr. RAIM wnR,law ORAL 1". OQ tm all. APPROVED 111111111i ~ SMALL BE LAPPED A MNlV1 OP 6' a VERTICAL LAP& (ROLL EPOS) ( 6' A HORIZONTAL LAPS, ALL SNA M NEED TO RS TAPED WTM PORTIBER SFEA7N06 TAPE / r nk LIP a MTAL uTN \ \ LATH VERTICAL LAP TO IM P — `— METAL LATH WR6 LAYER el. STUCCO WRAP P�2aels i I UAtm LAYER 9, PORTPMEPI � BUILDR42 PAPER I I 2 ecALErrl1/J•sl'-e' ® KICKOUT DETAIL r nN un+ LAP, A• PAr VLL LAP 610E LAPS OF METAL PLASTER BASES 814ALL BE SEOtIRED TO PRAM6(6 MB•OElm TWEY SHALL BE TWO WITH 0,04lb-6L (1.71-MM) l R AT NTERVALS NOT MOTE THAN W (22%4 M). A6 PER ASTM CIB67 IAL FOR REPAIR a TEARS N AIRS LAYER% TEARS MAY SIR PATCFED WIIOIME WRAP TAPE PER MN6P. SPEC opt PEEL a %TICK �I ROOF � Ia +— Mum Ton eUL "Wo OR 110.011111111116 t oOP a"4 a" NIBYCrplk WOOD 6LEATI SUILDI PAPO 6Tum l' TNIm 3 COAT CEMBIT PLASTER FETAL LATH UM LAYER 4. POWN41M BUILDN6 PAPER UM LAYER 9. 6NCC0 WRAP WOOD SIEATH616 Srw era WOOD SHEATHING OR CMU WRB LAYER 'I, STUCCO WRAP (FRAME ONLY) '9' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) -METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER Roor/It1AI l Frf _RiFRM] 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT )— ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 6, Jr. CUT AND OVERLAP CIE SIDE OF / DEEP-ADW RN6 rIB'eRMi �� CUT AM OVE16.4► ONE GIVE CP QTCP �I STEP EM KAMBRAM! STEP 02 S A61i UM LAYS! NUCCID WRAP WM LAYER 1. PORTPEER DULDN% PAPER FETAL LATH 6SM' OW-ADWMU40 MEMBIttAlC PLAGWM OVER 41t4' SELF-ACNIN k M®•IBRAPE INSTALL FASTENERS (CLUs6, PLASMM OVER APPROVED STRAPS. STARES) AS NO" WRAP. Mmip ED TO SECURE PLASM6161n exTPA1e die P1Pe ,FW WRE TO PRAMN6 I � CCNT. BEAD OF SEALANT AIR SECTION PER SECT ON Ivo4I BRYIer M1lYrld R1WYlle Exterior use of porlt"oeroerdpester shell comply with to gVlcatlon requlnm NdASTM C 926.12A Installation of exterior kt*V andkwnkV shell comply with ASTM C 1063-12A I= I PE PENE TRAT N.T.S. DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER---•--- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO •�� A SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 wwwAbde*WW*up.com AA S: 0003325 Q � i pQ1 Iss»Div. as LOT APROJ= BBOTT PARKLOT #461BLK. #9 04181.00 -46092 moDula 3EAB "1504- ALLEX" GARAGIC DWDM: LEFT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C e DAUNT ATO 11MMMMIN /25/19 SCAM 1/4"=1'—O" sHssT WA1 BACKER ROD WRB LAYER 9. STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE PLASHM6 OVER TOP, SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. DICE OF PL.A644MG TO BEe EOM. 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER ALLAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JONT6 AND INl'ERBECTION6 APPLY. SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON AS,Yi CAULKING • JOINT PER SECTION R703.7 E�6adorkftwww no Exterior use of portland Cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1083-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 7, FORTIFIE ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) STUCCO FINISH 6' SELF ADHESIVE OVER TOP A SIDES SELF WOOD 614EATWM6 FLASHING LAYER sl, UNIT STLC 0 WRAP UPS LAYER @, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) MOOD 118• 7gXTIARi • 60;i6TIRJGTION PNIiFI LL170D PASTIN TO WOOD STRJCTURAL • SEALANTCM t 1110ER • oG. M44X TOP 4 SIDES 6' /—V TO)P MPg-n_ Yf1P SCImlD F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'MICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE— FLA6NING (INOTLL PER MANUR SPECSJ BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T5. CUT OPENING IN APPROVED NO)SEWRAP FOR BOX INSTALLATION WRB LAYER N, STUCCO WRAP UIOOD SHEATHING H El APPROVED HOUSEWRAP BELOW ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY APPLY STUCCO SCRATCH COAT TO FA AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. 7—W METER CAVITY TO BE FILLED WITH RIGID POLYMERIC LEGEND- N 71 D ISOCYANOTE-POLYBLEND FOAM L t.7 1 ('GREAT STUFF' OR SIMILAR) ILIC DRAINAGE PLANE (WRB BASE SEALA TAT POINT LAYER 01, 5TUCC0 WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAE WRB LAYER 02 (FORTIFIBER - - - - - MIN ORRAM00' BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT SEALANT T ALL METAL LATH X—X—X—x t I GOAT OF PAINT W/BACK. � To INTER ITG STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — DISCONNECT METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-05, MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL CONDUIT PENETRATION MEII 6' umm 67" SELF MAGCNW FORE APPI.1�IN9 ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK( 6• WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF-AD14ERM0 MEMBRANE FLASHING::<'%'C:`;!{'': APPLY SELF -ADHERING MEMBRANEFLASHMG OVER BOX AND OVER APPROVED WRB LAYER at STEP *1 STEP 02 WRB LAYER N, T S UGCA WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUOEWRAP Rt,,L,-A.,,E Z RIW vi MMBRANELASHMG �- UM LAYER'2, FORTIFIBER BUILDING PAPER STEP #°3 STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. PINION (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEP M6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, F'L 32700 PH: 407-774-6076 FAX:407-7744078 wwwAbd•s*ngroup com AA S: 0003328 -j F cl tsv'D a LOT ABBOTT PARK LOT #46 BLK. #9 11SOiL'CT��rr 04181.00t46092 MODS! 3EAB "1504— ALLE)" GARAGM NWOM- LEFT PAOr. WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO • • w %////////////I -ADHESIVE FLASHING — — — — — �k 2 1/2' k CORNER BEAD (FASTENER ! SPACINCs is 1' O.C.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL3 2750 PH: 407-77445078 FAX:407-774-4078 www.abdaeWWoup.com AA N: 0009325 N 8 � sumzv. Z Loan ABBOTT PARK LOT #46 BLK. #9 PROJ=Tp 04181,000-46092 mODau 3EAB "1504-ALLEX" 0ARA02 wilinc s: LEFT PAOtd: WALL ASSEMBLY DETAILS 160 MPH EXP. C nrmr>rcr= FLORIDA wc:1Z IOL AW A ABOUOK&AV M NO 90M -- 11/25/19 •CAL11h 1/4"=1'-O" szl ow WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOW 6M[ATMM6- mRIVIN �616TNB SIT L"t �616TW! WIWI %e 6106 PLASHM 6TAMM 6TMI- i41 WRATHIS R16TWE ISAIMM UKATHM �616TWE SAIMMMEIR 6ALVT) FETAL Y':LA&MM[i A7Bp / ai3aD`,R°neurlLm°i�R •'. AL GAP VICA/LKM6 OR \\ / AIrROVlD 6EALANT MRAM Gam` SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407-774.4078 www.ebdesWWoup.wm AA 6: 0003328 a 0 • FABBOTT PARK 46 #9 Oi4 6092 M[CD=,t 3EAB "1504— ALLEX" GAienos BVIIN H LEFT PA02. WALL ASSEMBLY DETAILS 160 MPH EXP. I I —2x6 SUB-BANb W/I'x4• NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE I\ \ —1/8' TEXTURED i \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH a CMU \ i l METAL FASCIA \ WRAP J6' FROM ` STUCCO, 11 FROM ` --------------- --- WOOD WALL \\ \\ EXTERIOR WALL ` (FRAME OR CMU) \\ \\ NOTE: NOTCH FOR 2X6 \ \\ SUB BAND ONLY \ ®ELEVATION ®FLAN A aNS:i� 1. - lJV TEXTURED 1 FINISH o WOOD, V2' TEXTURED FINISH • CMU METAL LATH METAL PASCLA WRAP . WOOD SFIEATHING MU OR C WRB LAYER 01, STUCCO WRAPfPRAME ONLY) WRB LAYER 7, FORTIFIBER BUILDING PAPER (PRAMS ONLY) 2Xam B 8 Si4ND ROOFING CEMENT DRIP EDGE © PL AN 8 METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) jl/8' TEXTURED FINISH' / WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL ® WALL METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -HAND Wlh'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KIC K-OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 6ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IJ 'x4' NOTCH a END, WRAPPED IN FEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. '.. LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 wwwabdostgngroup.com AA 0:0003325 8 a � F TT PARK T #46 K. #9 46092 EAB -ALLEX" Q sw11m: LEFT PAOL" WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C �. y.I:: _-x:lY,17� DCALlk 1/4-=1'-0- 1 SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS 6x6 W1.4zW1.4OVER GENERAL 3 1/2" PO 6 MIL VAR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 8" -(1) s - 04" TE-2 12, SEE PLAN 10" - s + 0".0" FW1208 12" CONTINUOUS 18" - ( s +0^.0" FMC-12r<18 12' CONTINUOUS 18" - 2 #6's VARIES 71-2024 24" 24" 12" (2) #5's 2 #5's -)a-4- FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +40. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-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 1 /2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EINDICATED #5 BAR, @1DICATES #8 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30', #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,ODDPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #US AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Pm= 1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C476GROUT (3000 PSIS UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-W O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: t. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6Lh EDITION Y FM-12X18 FM-12X78 y ---------- FM-12X18 �7 EXTEND 112 M i5 ^SLOP) 'p �-0 SLAB 1 117 aoI I 4 " ( PER FT. 3 1f2 I TP Op OF fSLAB L 4" GONG. SLAB — — — — — — v q mlK ILL FM-12X18 v a 44'-10" 12'-10" I 4" CONC. SLAB TE-2 `-p 3 SLOPE 1/8" , I P� I" T� p "T SLAB I 5 12 FMC-12X18 4 I y e'-8" 14,_2„ 1 1 4" PVC CHASE FM-12Xt8 N' SLOPE 2") ml 20,,8" I �m I I t 4 2 a FTI.F _ FM-12X18 _ _ _ — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FMC_12X18 4" CONC. J I 74O.B P. CrU.N.O. FOUNDATION PLAN SCALE: 114 = 1'-0" 2.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774.4078 www.abdesWWoup.com L AA #: 0003325 . IC se _ • Q �1 �Z�Qp J a �VaaIN. �e LO'h ABBOTT PARK LOT #46 BLK. #9 P� OT -4 awaa� 3EAB "1504—ALLEX" GARAGN OWINGs LEFT PA00 FOUNDATION PLAN V.160 MPH EXP. C 30" MIN, EACH WAY MONOLITHIC FOOTING A z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND i g � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE A D �. •^_ v ' � � SPACING REQUIREMENTS aa� C SPACING REQUIREMENTS • ✓ .•�v v'•" G U w 1.j w GARAGEDOOR RECESS fY to < • 0SIZE Z 8' CMU WALL O 8' CMU WALL AS BAR w 9• O 6 o g Z 6— •. NORNER FOUNDATION WIBARS,ITTH 30' L G EACH ' �.I'1/�I//•' LwD LS N . ,.p• TOP OF SLAB -- TOP OF SLAB I� WAY AT ALL CHANGES IN DIRECTIONS I ... v SO THAT THE STEEL REINF. IS CONTINUOUS t0 ` • • I MATCH AMOUNT OF CONTINUOUS BARS ,I ' •I ?k- .CURB FOR EXT. PORCH SLAB WI 1/2" ISOLATION •SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) #3 18" ° EXT. PORCH SLAB qq��g�, SEE SLAB SCHEDULE TOP OF GARA�- 4' CHAMFER (1STORY) • '"a. I ` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE $�/� r• 7,p• MASONRY UNITS SET AT ELEV: JOINT (WHERE �. �'� 8" CHAMFER (2-STORY) #4 P4" W/ 1/2" ISOLATION I� �, 1.�." 6" CHAMFER (2-STORY) �...ANSITIONS ptp APPLICABLE) i SEE SCHEDULE #6 30" Jowr (WHERE.' APPLICABLE) Z r EE SCHEDULE p, ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE #6 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i� AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1SCALE:3/4'=1'-O' (D@ SCALE:314"-1'-0" GARAGE CORNER BARS DETAIL DOOR OPENING g SCALE: 3/4'=1'-0' 4 SCALE: 314'=1'-0' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE AN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' 0/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL 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 w — I No 2 STUDS SEE PLANS FOR SECURE BT, PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1lASH WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. SECURED WI 2- PART 70 BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2' CAPPED a EPDXY. MIN. EMBED PLATE EPDXY 5-1/2' EMBED. MIN. � 16" OC SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. GALVANIZED PIPE g 8", UNO FOLLOW ALL MANF. USP SPTH4 OR SPTH6 BTM MAXADDITIONAL METAL W/FLANGE BA5E = p SPECIFICATIONS FOR N AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS CONNECTORSNOT REQUIRED WHEN NO 4 USE AND FILL ALL HOLES, DO NOT USE UPLIFT IS PRESENT. ^ PREPARATION OF HOLE. I Od x 3" w w Z m SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO < < SLAB W/(4)1/4" X 21M' ' TAPCONS T�O0OF SLAB Ta.O P OF SLAB 4" CHAMFER (I -STORY) a _4 6' CHAMFER (2STORY) .e:.' s . EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 6 MONOLITHIC FOUNDATION SCALE:34'=1'-0 (W/UPLIFT) 8 SCALE: 3/4'=1'-0' (NO UPLIFT) 5 scALE:aa"=1'-0' scALE:3/a•=1'-0" LAP TOP PLATE AMIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' 010 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 i WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 0 (y TC 16' O/C STAGGERED. m w ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. 8' CMU WALL b POURED LINTEL CONT. (TYP.) �a•. 8' CMU FILLED CELL (TYP.) I•' —7=7TOP OF SLAB T'�"""`�• SEE SLAB SCHEDULE 2X WALL FRAMING i! SEE SLAB SCHEDULE 1/2" DIA. USP 7250SD BOLTS 5" TOPOF SLAB a• i ♦'. MINIMUM EMBEDMENT INTO g 'ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND •8� • m CENTERED UNDER WALL AND ��� 16" O.C. VERTICALLY MAX °• � POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WxD, BAR 512E _ ' FOR WxD, BAR SIZE / AND BAR QUANTITY I ! AND BAR QUANTITY FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO E��PINIT�ELRIMOR 34'=1'-a (NO UPLIFT) efFO202DTI�NLG.AND COL. PAD BLOCK WALL CONNECTION SCALE: 3l4"=1'-0" 11 SCALE: 3/4'=l'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 401-774.6078 FAX: 407-774.4078 www.abdedgngroup.com L AA 1/: 0003325 O 3y A 8 � O ILL3 BUSDIV. 48 Lo1Y ABBOTT PARK LOT #46 BLK. #9 110f=T 4—4 MOD21.L 3EAB "1504- ALLEX" OAP -AO! XMINO= LEFT VAOZ: DETAILS 160 MPH EXP. C 19 AA NO Dw11/25/19 •CALM 1/4-=1'-0- WINIEST S1. IA �OJJJ�00�� ri ripriri, r, I •• q TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1/7=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ ISd COMMON NAILS, 2-ROWS, 4' O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE USP SPTH4 OR SPTH6 STM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE ST. PLATE TO SLAB W/ 1/2"x8" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 6-1/2" EMBED. MIN. @ 16" OC MAX. SLAB SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 SCALE:3/4'=1'-0' (W/UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND i SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" T EAD W/ "NOSE f CELL SEE PLAN FOR SIZE AND i SPACING REQUIREMENTS o 8' CMU WALL d 04 REBAR (TYP.) a� �9 y O 8'CMUWALL w .� TOP OF SLAB y SEE SLAB SCHEDULE U O 1/2" RADIUSOR y SEE SLAB SCHEDULE N q,- CHAMFER q o O � TOP OF SLAB 3w z3Lu ' a > 0 0 r • 6'''_--SEE SCHEDULE •� m C0 • EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE —A FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY EXTERIOR STAIR DETAIL 3 INTER sOR CURB FOUNDATION CMU WALL 4INTERIOR FOUNDATION CMU WALL 2 SCALE: 3/4'=1'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d p. SPACING REQUIREMENTS �o'TC mw a� O N 7o Z 8' CMU WALL i m TOP OF SLAB 4 TOP OF SLAB SEE SLAB SCHEDULE zw°a a EXT. PORCH SLAB BAR SIZE 48 BAR DIA. g > 4 4 .• 4" CHAMFER (1STORY) 1Q 18" U JO . ° " 6- CHAMFER (2 ISOLATION STORY) OINNTT(WHERE • #4 24" APPLICABLE) Z 1 MATCH STEEL ° k6 30 � REINFORCEMENT i 6"PVC CHASE PER SCHEDULE p6 36' v 6' PVC CHASE THRU FOOTING THRU FOOTING � fq q2" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE FOOTING (-,7''\THFRtJ SCALE: 3(4"-1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.ebded8ngroupccm AA N: 0003325 O O ABBOTT PARK LOT #46 BLK. #9 "M'01-46092 MODMU 3EAB "1504— ALLEX" OARAOR OW7NOs LEFT PACE: DETAILS 160 MPH EXP. C D m&' 11/25/19 SCAM 1/4-=1'-0 DIME" S1.1B 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-77440781 www.abdeslgngroup.com AA N: 0003325 io Y M 4 fV v Y N v 5' 8" c 24'd" 28'-0 32'S" 38'-0" 55'd" DOWEL PLAN SCALE:,/4 = VV q 9 avaaiv ae LOB ABBOTT PARK LOT #46 BLK. #9 PIW JaCT 04181,00t46092 �coaa� 3EAB "1504-ALLEX" ownwaa swixo: LEFT PAGa: DOWEL PLAN 160 MPH EXP. C In w � li/25/19 Haazs1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK -GROUTED BOND BEAM p CLEAN OUT REQUIRED FOR INSPECTION +� I TIE'VERTICAL REBAR •�.� a TO HORIZONTAL REBAR W/ 10"HOOK BAR SIZE 48 BAR DIA ZX uj #3 18' >> ^ U #4 24" #6 3D" #6 36' HORIZONTAL/VERTICAL #7 42" REINFORCING O SCALE: 314'=1'-0' A Z OFFSET METHOD CONTINUOUS FAR #-'E 48 BAD BRIA. METHOD #4 24" HORIZONTAL/VERTICAL 96 3� REINFORCING #6 36' 2 #7 42' SCALE: 3/4'=1'-0' STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND 6; s SPACING REQUIREMENTS �w mW U � 8' CMU WALL i ��. . TOP OF SLAB 4 TOP OF SLAB '#.. Z w ••, SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB a 4° CHAMFER (I -STORY) W/ 1/2' ISOLATION 6' CHAMFER (2-STORY) #3 18" JOINT (WHERE • 94 24"aT'•, APPLICABLE) Z TCH STEEL #8 30' 8' PVC CHASE g REINFORCEMENT #8 36" THRU FOOTING PER SCHEDULE #7 q2 6' PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1-0" 46 BARS ,. S" CMU UNIT DIMENSIONS OARE NOMINAL SIZES MASONRY SYMBOLS � 3 SCALE:3/4"=V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwsbdesWWoup.aom AA 0: 0003325 evsanr. « LO7' ABBOTT PARK LOT #46 BLK. #9 11tOJ>CCT 04181.00t4ML moDsu 3EAB "1504- ALLEX" GAlt"R sr DMt LEFT PALM DETAILS Q60 MPH EXP. J 91 aw11/2s/19 sc,&=:1/4"=1'-0" sM E" S1.2A 37LL11,"[claolt*3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 110 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ' x 2 7/8" LONG, WITH WASHER @ 19' 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 /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO, = THROUGHOUT MARK DESCRIPTION (va9 WxH, REINFORCEMENT STIRRUPS ARKS REM: TOP MID SIZE SPACING BBt MASONRY 3000 8x8 — (1)#5 WA GROUTED SOLID "CAST-CMTE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U4UNTELS SAFE LATERAL LOADS 8" PRECAST 8 PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS rP�eSN a SAFE LOAD - POUNDS PER LINEAR FOOT Sp' p� '� *-4-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ells Ma raM opaa wane nwo slew "a area 41=4M new 1rMa Woo one rase TYPE LENGTH am an ROIIU TYPE OfafT alser hoar rev n,wT waar a7tlpfT ewe II=14T Mw a1004r maser 0f1l1T rear fd (4i) Mf3,A' BT m/ "M arm ew v erl 1a12 ler, M rlll�fF I= 1024 tae a'd (42') r11118CM'i 1r Mil 4w IMsw Ma wa M;Illw 111 am twa 70 1w elal wa 4w aw rM IM (4e'1 PREri18T ,Ire MI27M 7110 4w MIM4 e1r 4`f' M L>PM,AOT M M 1a0B 4'd (4e') PRE(9AB'I tw M Mwe nap 0w will, 21r Mill a" MF MR 1t11M 11w "a JIM lap Mw 4w 2 e1M IfC PRiu:A6T low on21w on 2w Mr on. onwa 4f' (M P AOW eat MWn 4'-f (6h PRECAST Iw am am Mr Mill4R1 IM 447a a" 7N7 Lr2 1ar1 =— tw am tin Mp 406 4"1 W9 6W (eP) PRECAST 1217 w1 ' ,w ,w are 30 a1M MID ow Meow 411 411 745 64' W1 PRSCABT ,/w 171 m >w Mr aw 4r1 M s>r p" ww ,715 IDa Mle MM alal Oar f-1P (Rn PRECAST 1062 ttM "is MI aw No 2w a1M PIfEUteT a1D a30 Me &10' CM PREd1BT w , JIM aM Mo. 4w0 /w1 = 4w Tw w low 0w 0Ip MM M" 4"4 fd (If) PRECAST =Ot an JIM mo aw 4- -1 M PI111CA6T 72+ 410 fd (7B9 PRSCABT M 440.1 tomb. mg me UK, Run I= 2r" Me 41a 1M w MU fir 20 aw Ma am rd (e0') PRQLABT 713 fat ,7M >0 aq aw Ml Mr ?w poi PFWAST 424 ON 302 rd on PRSCABT 1a , 1 MO Mr fa, I= 2M Mr Ow sw am. 121 tw ism m un mi, no fd (11:n PRECAST 594 M 1 rr aw fi• (112) PRam"T 328 $12 230 fi' (1121 PRWAST w w t, 1a 211r aft 1Y 1" ,a" w1 are ere as w file fib tw MR Safi 1fe' (123� PRECAST 476 M w Mr JIM = a,r as 1Od (1 P"ECABT 2M 401 teD 10'd (121n PRECAST w w a4 1 t 7a1 w fir ,w 2ela aen 41F w w tm t4p ,w 21w aN 1ri• (1W) FRWAfr Set w w "01 "a JIM sw 4w 1rr (13f) PMrAfr 200 4R 164 1" (13" PI�.ASF 4M La1 w tw + w ew tw 1w am Rn 4w 4N s" , 1ar ,w +ae ata trd (144') PRECAST an w I/a taN 1M4 t,la MIL Mr 1rd (+449 P41ECA6T 344 402 1a7 1rd (144� PReCABT 4M M4 w 11 tw w on teN 1w a,M 2Ir : 4p w w tw , +a ew 1fi' (1a0') PRtCABT Zee 4" 7M 1Ra ,4M ,w aw an 1rd (IWI PFAMM 217 334 Ile 1ri' (1e0') PMWT 40 w w "$ w t tw 4N 7M 1w tIM tw 2w 21M 4M 4r 1M 11M 141111od 1111111. Mt 14-0" (1e8`1 PRECAf7 279 no in IIIIIIIII leW itt7 14'd (14") PRECAST we 203 100 1Pd (ion PRECAM 0R w w 70 w t tw MM w 1w 1w tlt7 21r MO M 717 1w foli tall. ,w I"(1'/e') PIIY1 NR w M M w w M M 1!d (IMP 1IR. 04 N 1hf (7T8') PIIE81 w 71L Mt w w w ep w w w isle.IMMR tta 4r M we = fM my >1" I" Per) PRMIREIe® NA w, M IR M ,Si' (16P) P N.R. 2A 83 P few (,e4') IB1RE8® 771 w 2" w 40w L" w Ma1 t t 1111 4" M 1w = tar = 21q 174• Wn PR661— NR. M M Nit w NR M trw to PRE mmsse NA 194 e4 1ri" peed PRm7RF8e® ff 1M w w 4M w. as 748 M 1 7M 1 s" fAa w M w Mill ,w tw M" 1fi' Wn PRBS7 N,R. M M M M M M w 1fd Mn PRHBt NA 10 fl 1" Mn PILEBII D in to w w w 40 M ea7 sf 147 M 40 M lee MI ws f7" 214' pee'► PIEf1� NA w w w M w M M �'i' PR@6IP� NA tie 42 214' On PRwI 1Y ftl am"w 0p w m 4p 70, INS w w ,w Le aw w 0w „14 f2e0 "10 00 (7M piiggyIIigeiiige NA w a M fal I w M.1 w 2Zd PIC) PRBTIIIIIIIIIIIIIBED NA Ile 40 2rd OW PIS to ,a7 w w w w aas e" w w w w m w to 0" w mf0" tw tw 2" (2 n PREe'IRC� ILIL M w M M M M w Mo on PREf110eID IIA. e1 33 W-W pee') PRE "1 t24 w w Mw a" r Ole w Mwb Mw w w w W 1w ,w (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN PRDM'8AFE LOAD TABLES' BYCMiCREIE MAY We EDITION - PRECABI'MMOUCTB SYOTHERB TO MEET OR EIMED VALUE88TATEDAS011E - ALL PREGST PRODUCISAIE TO BE WTALLW PER MAKFAO7UAE8 WISONVATIO11011111 -PRWEEMrM4' OF BEARNOPAST EACH 8WOFW0870WOPE1M PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONZMTE47ZTE DIVISION ACCEPTANCE #: 18-0126.03 R; -- 8F16-1T/0M/0B ------------------------------------------------------ ------------- BF161TAlWOB I 1R22229SMIRM1 %, 1 1 1 UNO PROVIDE BB1 1 ♦ WHERE ROOF TRUSSES BEAR. TOP OF WALL 4 a %% EL. 8'-0" UNO 1�y 1 1$ 1 1 % i 1 1 1~ ♦ '7 1 1� 1 `% m i j �% m 1 1 1 1 % 1 ,% 1 i 1 }---------------------------------------------— — — — — — — — — — — — - — — — — — - 1 1 1 1 I 11 1 I J*� ♦ 1 1 i ; 16------ i 1 i� ; 1 1� 1 � 1� ♦ I I � 1 1 ♦ I I aD 1 1 ♦ ♦ I I 1 1 I I 1WHIRFM1 v---------- ---------------------- F18-1T/m---------------------- 8F18.1T/OM/OB ------------------------------J LIFT BEAM PLAN SCALE: 1/4" = 1'-0' 1441 N. RONALD REA01W BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774i078 www.abdoso*mtip.am L AA #: 0003325 �313c �o 1 OEM a L o av ABBOTT PARK LOT #46 BLK. #9 PROJ>CO'1' —4609 McoDau 3EAB "1504— ALLEX" UARAGN 13IIII►DIMS LEFT PAGW. LIFT BEAM PLAN AND NOTES 160 MPH EXP. C AROMEM FrA7E OF FLORDA 2 ' k A AR NO 911M _A Dancr w11/25/19 sCAU11/4"=1'-0- 331i>cZT s� NOTES TO THE INSPECTOR/CONTRACTOR TYP. B"x8" m 1116 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \- 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" PLACE STEEL V\1 HEIGHT. ( REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #6 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 \. TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 87d6" �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 COR FINER BAR W/ 30" LAP FOR EACH O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE P TOUNO THE LINTEL. I- let\�• O COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. �( 8 8. VERTICAL REBAR W/ 10" HOOK O 8zi8 DBL. /P OF BOND O BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE \ 8z8 BOND BEAM OF . ' W/ (1) #5 BAR .`: BOND BEAM TYPICAL 71NBOND OQ F =FILLED W/GRouT .\�O U =UNFILLED GROUT SOLID FROM T P .p1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE #5 BBEAM SEE NOTES \�`'�GO �16-1 T/ 1 IC / B LINTEL WC(1) ifS BAR (AST CL 2 E NOMINAL LENGTH OF BAR = WIDTH OF MASONRY Q HEIGHT # OF #55, TOP 0 OPENING-? CORNER BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER' INTENT #OF#5'S, BOTTOM SX8 PRE -CAST CONCRETE SCALE: 3/4"=1'-O' THAT XFXX-1T/1WOB INDICATESA DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(0) REFER SCALE: 3/4"=1'-0' AND XFXX - iT/OM/OB INDICATESA SINGLE BOND BEAM TO PLAN FOR LOCATIONS OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) i-3/18 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-114" EMBEDMENT #6 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 'a 1{4," OR DRIVE PIN (MIN SHANK WINDOW SIZE, 145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1W) 8" SLOPE FROM EACH END AND 18" a N 1-iM" EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELq SHANK SIZE.146 MIN HEAD AS TO ALLOW BEN SIZE.3 MIN EMBEIXv1ENT 1 2X4 SOLID BLOCKING BAR TO BE PLACE 1/4') 8- FROM EACH END AND SECURE TO SHEATHING W/ /7/16" UPPER AND LOWE#5 MINREQUIRED IN 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU . BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1/2 =1'-0" rJ SCALE: 3 4'=1'-O 3 SCALE: 3/4'=1'-0' PROVIDE 3" DIA, HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. a I — I SINGLE #5 CORNER I BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF lV' 6 FILLED CELL BOND. BEAM II I II / 8x8 CMU PIER PROVIDE #6 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' � SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 314"=1'-0' 1441 N. RONALD REAGAN IBLVD. LONGWOOD, FL 32780 PH: 407-77"078 FAX:407-774-4078 www.abdeeWngroup.com AA #: 0003325 a finaDiv as IAT: ABBOTT PARK LOT #46 BLK. #9 PllO'T MonaIA 3EAB "1504- ALLEX" GA1R"N SWEI }: LEFT PAGE DETAILS 160 MPH EXP. C 19 DRINT ATO 11/25/19 OCAUD. 1/4-=1'-0" 829mw S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)1 Od x 1 1f2* HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" 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 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 24 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3, TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, HEADER SCHEDULE MARK DE90RIPTTION REMARK O (2) 2X8 0 (2) 2X12 FRAMING PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774-6078 FAX: 407-7744078 www.abdookpigoup.com L AA M: 0003325 , SQ ISZE A �ZQp V 8. YC i sysD:v & Loan ABBOTT PARK LOT #46 BLK. #9 PROJ=T 04181.000-46092 MODZU 3EAB "1504- ALLEX" GARAOR OWDM: LEFT PACM- FRAMING PLAN %160 MPH EXP. C I F°u1QARc NO OFF cR"� Dw� 11/25/19 sCALIM 1/4"=l'-0" sHm" s3 A-(1)USP HTA16 TRUSS ANCHOR WITH 0) iOd x i 12" TO TRUSS. FL#17680 8-(2) USP HTA16 TRUSS ANCHOR WITH (9) lod x 1 112" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 r x 4'. 8', 8' x 4'-W MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS, ENGINEERED WOOD TRUSSES (M 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ j!K!L : 4=,'-6 GIRDER CONNECTORS) NOTCH DEPTH 1/4"D OLE EDGE >5/8' I' OLE DIAMETER < 215ro SGL. STUD OUTER 1I30f SPAN ONLY HOLE EDGE>5/8" BTM. HOLE DIAMETER PLATE < 3/5"D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 scALE: + yr=r•m ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL USP HTA16 TRUSS ANCHOR 'H (9)10d x 1 1/2' NAILS TO 1SS EA. PROVIDE 4" MINIMUM NCRETE EMBEDMENT. OBL RAP, 1 EACH SIDE WRAPS UP 0 OVER TRUSS (NOT DWN) _0 IN CONJUNCTION WITH 4VY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2. 4% 6", 8" x 4'-0" MAY BE ADDED Wl 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. USP LUGT2 W/ (5)1/450 POWERS WEDGE BOLT& (16) 16 GALV. NAILS TO I`(A) TRUSS (2PLY) #FL17240 (NOT SHOWN) (8) USP RFUS STEEL CONNECTOR WITH (4) 3l4"x6" WEDGE BOLTS AND 1 x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED lx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SOLID, 8" EACH WAY OF BOLTS BEAM IT O/C SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, 1- 1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S) # 1175 UPLIFT USP ' HTWM20 W/1010d TO TRUSS AND (4)1 /4" x 2114" 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 2 114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4'=,'-0' (2) 2X4 No.2 SYP DLAG. — BRACE W/ (3)12d @ EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0• (1) •X" BRACE 30'-1" TO 60'-0 (3) W BRACE 6'-0" MAX (W/l X4) (1) "X" BRACE C CENTER (2) XBCE DIVED 9R 10'-0" MAX (W/2X4) * FROM CENTER TO ENDEQUALLY 2x WOOD FASCIA, DIAGONAL SEE ARCHITECTURAL 1, CHORD PRE-ENG GABLE TRUSS —� 1CING,SEE N FOR LOCATION STIFFBACK (AS PER —� ( NOT BE TRUSS ENG) WIRED . CHORD OF )D ROOF TRUSSES 10 BTM. CHORD BRACING 6'-W QC J --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 SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND 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/ 12' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 0' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2(8 P.T. PLATE W/ 12d's r 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-ENUD TRUSS SCALE:34"•1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (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 Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.ebdesigngroup.00m L AA #: 0003325 O 94. � • Q 4 6 O o SLTmm A# LO ABBOTT PARK LOT #46 BLK. #9 PRDn=T 04181.000-46092 MODMI.: 3EAB "1504— ALLEX" GAlRAGN SWIua: LEFT PAOL" DETAILS 160 MPH EXP. C ROLAW A ASDUCHAM L AR NO OWM J DA U 11/25/19 SCALE: 1/4"=1'-0" SHEET S3.1A PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS N-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24- O.C. NOT SHOWN FOR CLARfTY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 0; 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL j SCALE: 31W'-V-0" STRAP TRUSS TO PL. SEE SCHED. BELOW TRANS TO TOP PLATE A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. B - (2)USP MTW-12 U < 2390 LBS W/ (14) 1Od GALV. COMMON NAILS EA USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 112' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x3' PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD SECURE BT. PLATE TO SLAB W/ 1/2'x8' WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 5-112" EMBED. MIN. 0 18" OC MAX TRUSS CONNECTION L.B.W. 9a 9b SCALE: 3/4'=1'-0" ROOF TRUSS 4x4/4x8 SYP NO. 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 o• o: TRUSSMOOD POST CONNECTIONS 10a 10b 10c SCALE: 34=,'-9 TRUBB TO POBr CONNECTION A - USP MTW-12 U < 1105 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4)1 Od 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/FL#172419 POBTTO BLAE CONN OM ION A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 518 DIA. x 6' EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13.816 W/ 5M DIA x 6' EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN. 7' EMBEDMENT TO SLAB 8 (20) 16d x 2-1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3275D PH: 407-774.6078 FAX: 407-7744078 www.abdesWVoup.wm AA M: 0003325 J •WW S a suaDty a Lan ABBOTT PARK LOT #46 BLK. #9 PROJl7CT OS- 4 1m 1A 3EAB "1504— ALLEX" OARtAOZ BVIUM: LEFT PAOl: DETAILS 160 MPH EXP. C 013 r-rammDA 11/25/19 *CA=: 1/4"=1'-0" sxz� s3.1B GeeLE-Ero ROOF WIND DESIGN PRESSURES NET( A E7-0 ZONE 1 = 18.31 PSF (28.31) ZONE 2 = 31.68 PSF (41.68)) ZONE 3 = 54.88 PSF (64.88) 'A"= W-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT H-0.18 ROOF DMPNRAOM FOR ASPHALT SHINGLE ROOF, USE DAMN 7/i6" O.S.B. OR 1/2• CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 6/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS a 4- O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. rw ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK 2 1rt 0.120" 170,000 RING SCREW SHANK (18-20 RINGS PER INCH) 8d SCREW SHANK 2 117 0,120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM FI664 2. INTERNATIONAL STAPE, NAIL &TOOL ASSOCIATION (ISANTA) ESRA539 EXTERIOR SW AIMM USE 1/2" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP 8 BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT B'O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4"O.C. TOP 6 BOTTOM EDGES • �9 i . U J 0 O Z Z Z N a. . �W C7 S V U S m TOP CORD BLOCKING AT O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS onnD sucerwNlr _ `� 111.1111'llll,llll,llll,llllll_11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMl10 8d RING SHANK GUN NAILS N 8"O.C. IN FIELD.` : TYP. EXT, SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.S. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS a tY O.C. IN FIELD or 8d X 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS a 170.G�I� FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAW NG3 FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN O S WN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBOR 2017, 61N EDITION ACI 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT MERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEOOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE3W PROVIDE 6%AIR ENTRAINED CONCRETE EMBED TO EARTH OR WEATHER WOOD: NON-BEARNG WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL DMED EDGES OF CONCRETE ARE TO BE CHAMFER® 3/4. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING. BARRIER MEMBRANE PROVIDE B-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL BLABSON tGRDVHIEREINDMATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE N O, 2 OR BETTER. FD =1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 8 INCHES AND SEAEDOR ELASTICITY = 1 AGO O00 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM SHALL BE RATE O TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOMUM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID SWING TREATED LUMBER TENT 'RECOMMENDED PRACTICE FOR CONCRETE FORAHWORK. CONTAINS MORE THAN W OF HEARTWOOD, EXCLIAKM FROM TI'IESE PUM: MINIMUM NAILING PER FBCR 2017. 681 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAI..OEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYPVI WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-O' OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 %BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf REV20 pat TOP CHORD aw nwnanl TYP. MIN UPS SHALL BE AS FOLLOWS: 04 BAR - 26' P6 BAR - 36" 10 pat MU CHORD allon-wn-rit 95 BAR - 30" 07 BAR - 42" PROVIDE 36' % 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. p TOP HALTORD 20 pat 70P CHORD f P (7 pal w ASPHALT SHINGLES) IT paf MI No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 10 paf BTM CHORD 5 5 paf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE BALCONY LIVE LOAD 80 paf WALL' STAIRS LIVE LOAD 00 PST UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICAT IONS HS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS* BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF OA36' AND BE MANUFACTURED FROM STEEL MEETING THEREQUIREMENTS OF AST A448 GRADE A QU M DE ,AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION. AND TPIAVTCA SCSI i' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FORAPPROVAL. WIND: DEAD LOAD SPEED -180 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE AT IC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT GUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: SOpaf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FIALY DIMENSIONED ERECTION 40pef MASONRY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 6/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRIDANE STRAPS SPECIFIED ON THEWALL SECTIONS AND PLANS ARE PROVIDED 70 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 N SCHEDIILE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHEO BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BV TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL 70 THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Rn = 1500 PSI. BLOC( SHALL SE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. UY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE: ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON. THE PLANS SHALL BE "LISP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. TFE GROUT MIX SHALL HAVE A MAXIMIAA 3/8' CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDAI Rm SITE PREPARATION" TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 prf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND'OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN IIDEPENOENTCEG-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPAC7ED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM COMPRESSIVE STRENGTHS AS FOLLOWS: A36. Py = 36 kal FOR ANGLES, PLATES, AND WSHAPES. STRUCTURALTUBING SHALL BE ASTM A-600, GRADE B, 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB4NGRADE Fy = 45 KM. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy - 35 ksl. TUBE AND PIPE 3,0DO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TSRACE SUB COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. CONTRACTOR SHAL SUBMIT PROPOSED MXDESIGNA NTH HSTORICAL STRENGTH DATAFOREACH SEPARATE MIX PRIORTO ANCHOR BOLTS AT THE: COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"N- PRIOR TO THE ADDITION OF PLASTICIZER OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WRH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04 OR MEASURING, NIXING, TRANSPORTING, ETC CONCRETE TICKETS WALL BE TIME -STAMPED WHEN CONCRETE IS BATCH®. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCE® 90 MMIE& IF FOR NAY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE ROC®. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS PEPRESB4TAnVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY DFOSE)TO EARTH (FOU DAnON% B FOR CONCRETE EXPOSED TO EARTH ANDARWEATHER 1.112' FOR 45 AND SMALLER 2- FOR A8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.1/2• FOR BEAR AND COLUMN PRIMARY REINFORCBOR, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE 70 BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPLIGTION 813E TYPE SPACING REMAPoV9 APPLIGTION 1. TYFE -a. RENMPo(9 „Q Pi NRRNG TO MA80NRYl CONC. CASE HARDENED TALI NMLI IIY LONG. a'O� OMM3E DOOR EUCK iO MLSON3YIWro. 1/d•DA NO WABNER TAPCON MASOPHY FABTENFTI N QC 112"EMBED., 4"END DDT.. 112'EOOE DDT. 8G0, AL.IXT.DOORS CA6E W.PAENED COE a'OF WNoowoocw FAaPENED GMIDE WO0. BLACK ,Y DWW/ dWISHFR E%PANSION BOLT gd•OC d'EMBED., d'Ero DDT., tr PT. BEE NOfra -11 LILONG. 9TAOOEREO INTO MMPONRYPOONC. TO MASOMT/WNC. J'EDGEOBi. Amc cwaE w.ROENEo coA 6•oc wNmw,maBFAsredEo METALSTPMTo CONTACT THIS ENGINEER FOR SPACING ,:NDow PT.BEEw,E6 NAIL+„zLonG.TAGGmm BnDMr -Y,--. MABONRYAo.c. REQUIREMENTS E%i.SWNG WIX3 (n3N8'OW RAPL\CN' Pe'ac I - EMBED B•Ero. NauaEAAro WWO 1T EIWANAON d"EMBED.K'Ero Yd OO AACK2r PT,8EENOTE6 NO- FASTNER D18T.,111Y' EDGE DDT. COIL TO CONC.BUB WI -ER BOLT GIST., 3"EDGE DDT. 2- 111OW ANC!( a,,3B•PAP r2 ,A• 2"OTC TEND. O$ST.,11? PT TO STEL COL„SEE IYIIY,NgHER STAGGERED EDGE DDT, TEB 3.1>[.4i 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1%MEMBERSARE NAILEDANO 2%MEMBERS ARE SECURED W/ TAPCONS OR PAT TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdoskgngroup.com AA N: 0003325 K 14 ININ 3 4D B � EJW Q 3y U ij a Si"MIare LOTt R ABBOTT PARK LOT #46 BLK. #9 PRDJMCT 04181,00t46092 MODULE 3EAB "1504-ALLE3" OARAGM EVINM LEFT PAOM: DETAILS 160 MPH EXP. C 19 DAT1O 11/25/19 sCALM: 1/AL=1,-0" s ;316 /1�-2-z-V�F-7