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HomeMy WebLinkAbout7987 Sail Clover Ln99 1828-4EBB-CAL199 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Talc (813) 740-9720 Fax: (813) 740-9715 ALL VVQi�dC Sh�{t ro CODES COMPLY vvi}'I,f p� ,NATI EL C BUILDING 0006 EVAILING THE CITY 1"RIC CODE, , OR�R S OF ZEPHVQUS REVIEW DATE FEB 2 3 2020 CITY OF ZEPHYRHIL PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 , TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .na= BUR= CW& EI01'l101t (7) *A I= •yam WATI MIY N�MY MY Va pp� VM9 GROUP *OCCUPANCY — RBSIDENTW GROUP R3 • CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B BASIC WIND SPEED - Vult=1B0 MPH Vasa=124 MPH • EmURE — C •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVE A/C ADJUSTACONDITIONING ADJ. ADJUSTABLE ACT. ALTERNATE ANTI AMPERAGE BD BOARD CL CENTERLINE CABCABINET . CLG C ILM CIS CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL DOUBLE D.G DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH sLEV ELEVATION �. EQUAI`7ST EXT. EXTERIOR F.GJFX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FIR. FLOOR FLUOR FLUORESCENT FRENCH DOOR F C°R FOOTING GA. GAUGE GAR. IXSP. GARBAGE DISPOSAL G.F.L ONTERUNP TER RCUff GL. GLASS GYP. BD GYPSUM BOARD H.C. IHOOLLOBIB WCORE FOR. HEADER HOT. OR Hf HEIGHT INSUL INSULATION TNT.INTERIOR LAV. MUM. M.C. MIN. MIX M.T. MID MT MIT, N.TS. °` eL P.B. PH PLT. PLYWD. PR. P.T. R BAD. R.A.G. REF. RM. A.O. S.C. S.D. s.H SHSIG. SHWR Sim, SL SL.GL STD SWS TEMP. TEL T.O.C. T O.P. T.O.S. TYP. U.N.O. V.P. W. w/ WD. W//H W.I. LAVATORY LUMINOUS MANUFACTUREREDICINE EI' MINIMUM TURER MINIMUM METAL THRESHOLD MOUNTED NOT TO SCALE °N CENTER PROPERTY LME PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURETREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLEDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TION T MPERREDGLASS THICK opO TOP OF CUBE TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED VAPOR WASHER WITH WOOD WATERHEPG WROUGHT IRON DATE DESCRIPTION , tD'618eNED ARCHITECTURAL SHEET DESCRIPTION ly/1(y 'fQh F7!(, IODATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG M1—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS 01AiA8 CDWIRE•I88UED OiavNe AD EL 81DNG EVATIONS DED CDBRE•M&Jm a4A9�b pppTm �sm p� ML CIOIIEb pyI8 CDSRE-gyp 02/Fyg ADDED CWWLE88FOOTERATGARAfEDETAIL (FORT MYERS) 02M/M PLAN MANTENANCE 0 WIS REv18ED LNTEL 80 AT FRONT ENTRY DOOR ISSTATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LTC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 cums ADDED ADDINONAL �EPTALL• E INGARAGE PER ILL BATWN (P'ELBV r SQ.FT. CALL. S OW4Ai RE ASED NVAC vOLUME6 ON SOFT CALC SCREW (hELOU "Am ADDED' EXTERIOR MOW DEEP FOOTER'DETAIL 12 IA(ORL) LIVW.x IA20 ea FT. ENr 4 LANAI INS ea FT. TOTAL 2,1362 Ga PT. VbI1UM! ADDED LED L&M • KIT0494 4 BATH PER MARK BOYES C1)MlMIB ADDED STONE OPTIONELEvaTIONCcD(TAMPA) Nft" ELEVATION Ys' 81DNG-ADDED LOUVER •LADLE ROOF imsm ADDED OPT. W-O' CEILNC. NENGNTS STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG S1.IA—DETAILS S1.2—DOWEL PLAN PG SL.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.iB—DETAILS PG SNi—DETAILS DRAWING / CONTRACT DOCUMENTS REVIEW BY BUILDER THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND ORDER=To BUILD THIS PROJECTG OBAySESXPLANHTSON IN DRAINING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATIO AS DESIGN GROUP WILL RESPOND TO ALL W/R17TEN RF1's IN WRITTEN/DRAWN FORMS IN A TWLY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN No RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCITON BASED ON THE DRAWING SET. .1 N. RONALD REAGAN RLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 wwwsbdosign8roup.com AA 9: 0003325 � a ggl Blum s4 9 sumty. ae LOT: ABBOTT PARK LOT #8 BLK. #7 PLO JI0 81.00 —0 0 71 MODELc 4EBB "1828—CALI" 0ARA02 sWJR 4G; LEFT PAGE: COVER SHEET 160 MPH EXP. C DE Dw 12/05/19 sCAL>Fk 1/4"=1'-0" sISicm C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE MATH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft 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 R3012.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENING$ BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOU WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 14M INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302&2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -META WC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.8& TABLE R302.8: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 4NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %aNCH GYPSUM BOARD OR EQUIVALENT. smWORN 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %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 0 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'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY 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' TNr6ER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COWLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2D14) 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 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6. WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUMAREA SHALL BE 8 FT SC. PL� 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 P26032. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FiNSFIEss i. 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, 10 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-CIO63-M 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. FM REWTANTCONS'1RIIJIMM UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSURES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 IN TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1,1441 N. RONALD REAGAN BLVD. !, LONGWOOD, FL 32750 PH: 407-77"078 !, FAX: 407-77"078 www.abdesWImup•com L AA M: 0003325 1 Q ol su=xv. a LOT, ABBOTT PARK LOT #8 BLK. #7 rROJWT# 7 MODRIA 4EBB "1828-CALL" OAWAGZ OWDM: LEFT rA0)Q: GENERAL NOTES 160 MPH EXP. C DE pmmT .9 DATM 12/05/19 8CAL21: 1/4"=1'-0" s8smT GN III o'RpRIo 0II111011011011EE11ER1RRo 01111110 : 0In a - o Sm 1 a p olll o " �"'--L� oIEEEtEtI� - - � - = i =. - FE - - o - \ 11 i i `I 0 �' �a��■ I1 ' :� M IaTw - - - �� On • • �� -- 0 • o - ME - �o - - -I Z ._..��:..,,.I AS AtEa o - - -. - DE M - - GARAGE o M FOYER �I L oIEEEEEIo���loIEEEEEIIo am o'IEEIo ollEl'o tll FLOOR PLAN SCALE. 1/4' " I'-0' ' IEEEEEEEEEEEI i�iGII/J'1�/bil SQ.FT CAL S LNN6 we ea FT. CwARACA 430 SQ. FT. ENTRY 16 SQ FT. LANAI 88 Sa FT. TOTAL 2.362 Sa FT. t�11fO1BR AND CLADM AND LOADf NOTIM low romm ME fA WH 111D SIM lewlll MIN. WINDOW IV 5 34/-4S CRITERIA EXTERIOR SUANG Is 5 33/-43 DR MIN. CRITERIA BCD. MN. 41 S 3V-39 CRITERIA *0T0 O.H.D.112 S 282/-31.5 ND BASIC WISPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.-D, EXP.-C, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMMILDA1001111011M] DEL. TOP PLATE 0 M BAR DETAIL NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 61TE PLAN. -OTHER OPENINGS DETUARN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) N THICKNE86, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THANK 1 3/8' (35 MM) THICK. OR 20-MUAITE FIRE -RATED DOORS. •1. N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoNB:group.com AA N: 0003325 ch 0 NlLT1sa2V. Nk LOT: ABBOTT PARK LOT #8 BLK. #7 PRDJWT 04 — 071 >I�oasu 4EBB "1828—CALI" GARAOR OVUM: LEFT PACE: FLOOR PLAN 160 MPH EXP. C ./-IS'-4' SLOG. NGT.$ FYPON LV12X24 OR EQUIVALENT LAP SIDING AS SPECIFIED MID.)W FREIZE RAND (TYPJ� b' TRIM BOARD (TYPJ 8'-0' BRG. W. OPT. COACH LIGHT v 9 �n 0'-0' FIN. FLR _ W-0' BRG. HST. V-6 0'-m' FIN. FLN, 1■im_ ■■' INN FRONT ELEVATION SCALE: V4 - F-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FEICR R103A I�b W-0' BRS. HST. OFF RIDGE VENT 544MGLE ROOF I'_0• Ib'X60' FYPCN DECORATIVE SHUTTERS OR EQUIVALENT AIN 4' RAMED BAND (TYPJ 0—+ w FIN. FLR OFF RIDGE VENT OFATOc - 136434 FT. NET FREEVE LATION AREA MQUEIED - 1/3w REOIFaEOVEwATHMAREA - 2364M 7dr ENTRAr1ONAREA XSO. INCHES PER FT. I1441 . lIA72 S0. IN. Ltr WOUREDVFNMAIION . .SX 11M72 IN LPPER PORf1ONOFATnC 50361q IN OFF P EVENIRAVON ARFA - us Sty IN PE vwfr -W-%/US uraFVErtsREauiREu - asa�sr urOF VENFS PROIRDEO 3 •AREA oFATFIC sTHEPEEMriROFINE HOUTF. 1JSS7HEOVERW WO E%MGROFWALLTOEREPoOROF NOOYERHANOSINCWDE 3'-O' BRG. HGT. .15 -0' BRG. T. 0'-0' FIN. FLR, OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH _,oS'-ADS . HGT. 0'-0' FIN. FLRi. --------------------'--- ------------------ —' FIN. FLR LEFT ELEVATION SCALE, V4 - V-0' TEXTURED FINISH OPF RIDGE VENT OFF RIDGE VENT � b I'-0' F F-1 i0 t0 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 4'1•.®• 4' I I I I I I I I ®JR1 I I 1I II I l 1 DECO. DTL. A SCALE, IR . 1'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosWVoupcom AA N: 0003325 Mall l , �11 C , [svaD:v. fA LDTt ABBOTT PARK LOT #8 BLK. #7 PMOM=T 04 7 MODNIA 4EBB "1828—CALL" OAIRAOX BVIUM: LEFT PAOM: ELEVATION "C" %160 MPH EXP. C ILE r12/05/19 1/4"=1'-0"2C ELECTRICAL LEGEND SYMDOL DEFINITION NOTES —e DSV CUTLCT 20 AMP SNALE POLE D8V OUTLET IIOV IT", V2 OF OUILST HIED w auyw OPI WV OURCT t01APED w42RD PAIL NTERSnBR (TAa7R IEaIS?ANT 71'PEi a@ 22OVOUTLET (4)U CONNECTION 1 Off WATEIV"WCP CUMW maalM NLLT VIER aO•IEW SWITCH MBTCM a -war OPM �4 SWTCN 4-IWY OPER. L rnIPTBO —OWL LAIR CELNS LIGHT © LED CLO, LOW LED VAPOR GYP PROOF LOW O VAPOR PROCP Law Omame D CAN eVENT. PAN I CPI PER On PT. WLLISIR I— PER -FT. FWNTIIIE [aPECIS 1BD K ® T 24MtA~ AIIOIOD T ATONIC (SWAGS PWNTJ ] 21RAMOINagM 4' FLUa498CW p p ra—w--a•�-• 3 4' 1RAOR LEM O PANEL d PETER ePlala DE1EC'TOR GLIiIIENNINK �O�S,D, WALL OAILJW� I w.l VISITED R ® Caim A�MCI OE1ki0R NTERCONECTED Cd!'BO SHALL M A DISTANCE OF NOT LESS 1WEN 4' MINDAIT LISHT u� NATURAL OAO gmam— TMARAONS JACK YN NATION TTMt �.r.LMI !ram Aar AJR OCDITI mmJ DrednECT FE TMnvem JACK CELNd AWIFEW J O J-BON TO M NI•PIOW1E0 N WON MAItl AE EUIS CI'F I = In EON FAN.MNT TOM NA.1ED IN ACCORDANCE 0P BOX MARKED AS OICN FOR pemanat �p4G 24' OC NDEOCINT uw ~ LIGHT S1RIP eeeeneee y.R CANDESCENT LINT STRW FLOOD LOW OPT. ascu wn XZYPAD • PJL ftbwwTTON POR COMBO UIB PORT • LOCATION OF TV JACKS 4 RMONE OUTLETS 4 PANS, M M vmwuo a HOHNOWER PNr-CONSTRUCTIM M SETNO. ALL E 4 W AMP BRANCH CwaDTS, TO OR AMC FAULT F4aOTEC1ED PER ELECTRICAL P P MNOIE OF EYd STY aDITI[IN (2MT) 4 fLC 21a22 7a14 aDR1O1 • 2E A! DEDICATED LAUNDRY CWWCUIT. • OR a ISLAND (NOT ON KI704IN COOCUIT) • DENIMOIER DISCONNECT TO M LOCKOUT N PAID • 8ATHMO01•I EXNAUST PAN TO HAVE MIL CAPACITY OF be a" INTERMITTENT PER ELECTRICAL PROVEION6 OF N=10N MBOLS 1 LAUNDRY ROOM RECEPNAd E aR1ALL eE Beam PALL? GMaCYT•NRIBa1P1ER rm*? CT10N FOR 171WSOPIEL ON FaEDERE • MRNB METHOD SMALL M NON METALLIC CABLE FM! ELECTRICAL FRDVINOIM OF F•aO ATH 1[D rlenL • ALL WOW TO COMPLY SIN ELECTRCA. P4aOVMIONS A, TIE PB[Ja ATY aD lfAT1L METER FIELD LOG. ---------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' . I'-®' MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN W P Panel MAIN -A PANEL: 8016V,pcd hlae/m VOLTAGE;I2D/240V•1Ph MAN: 150 Amp PLC.B FESTER'3.01 CaTH Mal-Ua Cu(G)is1 fir C. OR 3-020ALYM Al-RBCu(0)in11?C. 111YF m 0- —1 D. V FS, Mr P1M TOk• N2 T 1 N FANNar YfaTirND T 1]M T 2 - 012 2 20 hwkap p faM a 4 d 6. ON JUD C.Ur1 M 2 M Ism - PANEL -A PANEL: 42 Frt brksl VOLTAGE: 120/24011-1Ph NUNOSOAmPMLO. FEEDERS -NI CuTHMJ S 1-M Cu (q In 1 WC. OR 3-#W AL TIMN 61- SS Cu (0) in 1 1/2' C. Wk. P.w So I D..,bft. WXN or-11 cl—m W.U. G Osn W Pal. wua 012 1 20 8.0 • low 1 2 M RRp• R 2 M 012 1 A INwa.r IH.ae OFI um 3 4 02 1 2d ° ft-doam ado HFap 8 2 O10 012 1 20 16M 7 a 012 1 20 DWAQ Rs APO "m a 1a 12M DY DPI M 1 0112 012 1 20 US OR Romeptsdo Inn 11 12 111111 Oawadi GS 30 1 012 014 1 16 / lldI Sod M i Ml 50 QAFCI No 0 M SM DWGFI 20 2 MO 04 1 16 LMM It l04 Ligh AFO M0 16 1d 014 / 16 KLahFa U t0WJ. AFP! 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IL ALNOTED OONDU TOOm SMALL BE TYPE TISWnNN,BLESS MOILER COMPANY TR.MNEPOIMER COMPANY PRIOR TO 80. i I I I I � I I I I 9 I � I I L I I � I I — I l J LED LIGHTING @ DOUBLE LAV. OWNER'S BATH FROVIDE ~ C4 TWN a Pa OU IN 2* Coeur OR VIE AL. 1MW . PB CU N 2' cOMDINT. KCOPDUT TO Ta "RIM A8010% am" A OVEFAWAW ODISCONNECT mum AND M CLCC ram a ofNM'l4 M Ila EN40MI1E mom INTERSYSTEM Bacon 1M!'NAL AT LOW VIOL.TAOE CONINCTIONS 14 CD 89*V OE GROUND, CONNECTED TO CONCRETE ENCASED POGROM STEEL MR ELICTINCAL El" OF THE BINGELA M SAW DIA X a PT LONG CA -MR CLAD dINOU D ROD 1141N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77 78 FAX: 407-7744078 www.abdosWngrottp.com AA M: 0003325 8 L O EOJ M D gg aumiv as roBeEw 11 ABBOTT PARK LOT #8 BLK. #7 PRO"=Tfp 4 .0 —0807 MODZU 4EBB "1828—CALI" OADAGM sw>c11902 LEFT PADS: ELECTRICAL PLAN %160 MPH EXP. C D DA M 12/05/19 SCAM 1/4"=1'-0" ax88'r E1 0 PLUMBING PLAN SCALE. 1/4 . I'-0• A 21 VTR vy I I V2' \\ 'I IL V j IQ rI g I 1 1/2' WASHER KITCHEN ew V 2' AUTO VENT Dina u I IRS r� I �"+� 1 f Tl� LAVh, ! PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-7744078 www.abdoeWWoup.com AA N: 0003325 8 L �ggNJ a Q C tU{I sulwiv. A Loan ABBOTT PARK LOT #8 BLK #7 PRDJ' - 7 moDmu 4EBB "1828-CALI" OAP-%*Z 8WINO: LEFT PAO1: PLUMBING PLAN 160 MPH EXP. C 0 1 OCALL': 1/4-=1'-0" 1 P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT 614ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL DE CONSTRUCTED OF A VALUE OF NO LE66 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLAS6 PA15 4 MASTIC, AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL DE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-&1 4. FRESH AIR INTAKES MMLL NOT DE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (201T) MECHANICAL CODE SECTION 60S 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20tl) MECHANICAL CODE 603) 1. BATHROOMS CONTAINMG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC 6TN EDITION (20P1) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO ENE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS &HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (201 ) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH 15ALANCNO DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF DO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE, ALL HVAC TO HAVE PROPER PANG W/ DRAMS >C- CEILING-\ EXTERIOR WALL PLENUM T 4 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 4 REFRIGERANT LINES 4 AIR HANDLER EXTERIOR WALL 4 3/4' PVC CONDENSATE ORAN LINE EVAP. TRAY y PVC SLEEVE TO LINES 15ELOW 6LAB TVPBCR REFRWRANT LINES TO PLATFORM RETURNC N ONDENSG UNIT TRAP ORAN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W2A HVAC DRAINS SCORIATED NICKEL FN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -—PITTMG OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OFRI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCNG DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN A LIGHT C/A OUTSIDE AIR 6 T14EM-06TAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT BMPSON WD ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) %XI 1/4' SHT. MTL. 6CREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER 1 EAD • 12' FROM STRUCTURE COUNTERBUN . G.O. PLUG FM. GRADE OR PAVING SEE 6MO. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED OFLOOR SLAB CLEAN -OUT (TYU QEXT. GROUND CLEAN -OUT (TYP NOTE, ALL MECHANICAL EOUIPI-q!NT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION. MECHANICAL PLAN SCALE, 1/4 - I'-C' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdosigngroup•com AA #: 0003325 RIP 0 aysnn►. as Lon ABBOTT PARK LOT #8 BLK. #7 PROJWT 4 .0 -0 71 MODMIs 4EBB "1828-CALI" LEFT PAO>c: MECHANICAL PLAN 160 MPH EXP. C 0 A. AR N DA �' 12/05/19 wcALm- 1/4"=1'-0" spin= M1 2X4 TOP PLATE PRE-FAB TRUSS L2' CLCL BOARD 1/2' DRYWALL Wr SECURE MAL B Or_ __\I �WOOD PLATE TO SL.d,6 STUDS 024' NAIL . 32' oc. SLAB NOTEs STUDS IN PARTITIONS SUPPORTING UJALL HUWCs PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN U4, WHERE SPACED NOT MORE THAN W O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR T ' 4 TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.I'-Ir FIBERSLA66 SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON J' CA& SHEATHING OR;'Cox PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU66 --�/ MTL. DRP EDGE J/ 2x FASCIA PER m' ELEVATIONS TYP. Ol-L VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND—j-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. L 5/8, GYPSU 1 a OR V2' WISH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE.3/4'-I'-0' ENERGY CODE FORMS ATION R-VALUES PENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRNG— STRIPS • 24' O.C. V cm V2' GYP. WL. BD. - WOOD BASE — - a . a' .a � 4. W/ WINDOW OPENING FIBERGLASS 814INGLE& OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R%".0 ON J' Oba. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY : 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENIWa NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (1)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE, 3/4'.r-o' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT 16 PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4865 TYPE IV, OR ASTM D 6151 GROWL** 28 GAS LINE THRU BLOCK rua, vr.r.r FIBERGLA56 SHINGLES — OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.LI ON a' 0.6a. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP 8CREED 2x P.T. SECURED PER 6TRUCTURAL DETAILS 1/2' THICK 2 COAT—L­— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR _ 0'-0' FIN. FLR a . 6' CMU 4' — W/ WINDOW OPENING B TYP. WALL SECTION kf NO OPENING ♦ 4 4�.44:Ii!.�OOiTi�i�.O�i�i�iT4�:�, 4 m Ay aAo coon ar wYr. r ouaRa P"Taao TO mom MACIc waa» Rm'f w FROc00T APPROVAL RIM s GARAGE DOOR JAMBS D1 SCALE: 11/2'-I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FI15ERSLA66 6WWSLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.41 ON il' Oba. BTIFFBACK AT ALL UPRIGHTS SHEATHING OR k CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER m. FASTENER 6CHEDULE P*E-EN53 UID• TRUS6 TYP. MTL. DRIP EDGE O.H. KNI PER ELEVATION 2x FASCIA PER /// ELEVATIONS CONT. 2x RAT RUN SECURED PER / STRUCTURAL DETAILS J/ VENTED SOFFIT WE ENERG"Id Y CODE FOR FOR PRE -ENS. GABLE TRUSS INSULATION R-VALUE6 PER ELEVATION WEEP SCREED SM' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH 6TRENGTH CLG. BOARD STRUCTURAL DETAILS \\�R-4.1 INSULATION V2' THICK, 2 COAT WNDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MA60NRY b:2 P.T. FURRING STRIP% • 24' O:C. V2' GYP. WL. BD. CMU WOOD BASE 5 1—STORY GABLE BLOCK WALL l SCALE, 3/4'0-0' L44i N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX:407-774.4078 www.abdosigngroup.com AA M: 0003325 b all xl 0 S sysD><v a LoaY ABBOTT PARK LOT #8 BLK. # 7 [PROaMTO 04181.000-08071 MDDZIt 4EBB "1828—CALI" OAAAoa 8Wl": LEFT PADS: DETAILS %160 MPH EXP. C DLK WI (2)JOW A-BOLTO 4' N'lIEDMENT MN. ND NUT SPACED EV8#LY PIWH F-WR TO Ll��■4r=Y�■IwC 4M:CAlIRE 2N4 ON FLAT TO INX W/ CUT NANA sHDEs, 2X6 du1RAdE DOOR BUCK IW (S) ® Ji )W A-BOLT6 4' p'MaDMENT MN. WV 270'JfTi WASHM AND MR SPACBO �VOLY FROM FLOOR TO 6ARAW DOOR IDR N JONT& PRIOR TO FILLING, 1.2X1 PT ISL.00K • CENIRR OF ® DOOR HEADER WHI)A90' J-BOLTS 4' EMBEDMENT W/ Y)07d(t' WAI*Vt AND NIT. B B ALL TO MANFACTI#ER'6 N6TALLATION RNTRICTIONS WHBE EUCH NSTRUCTWIO ARE MORE GARAGE DOOR t BUCK ATTACHMENT \QV4 . ♦• B' cMEJ $' DRYWALL I.X4' OR 1'X2' P.T. NAILER ❑ bc4 P.T. OR %*X4' MIN. SECURE THRL FRAME 4 EXTEND 1 Y4 INTO BLOCK W/ W,' TAPCONS (MIN. SHANK SIZE .145 IN. MHEAD 61ZE 300 MIN. EMBEDMENT 144' WITHIN B' OF EACH END • W O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +V4 A VDiD0 K +3" 3 4 + SCALE, N.T.B. 2X4,m SECURE TO BLOCK W/ V R TAPCONS O (MIN. SHANK 61ZE J45 MIN. LE00 AD SIZE 3 MIN. EMBEDMENT I Y4-) WITHIN 8' OF EACH END 4 16' OL. MAX SPACING. 2X6,mn SECURE TO BLOCKWR-%- TAPCONS(MIN. ANC SIZE MIN. HEAD SIZ�O MIN. EMBEDMENT 1Y4) Cr IBM O C MAX SPACIN WITHIN B' OF EACH END 4 S. 2X4m SECURE TO BLOCK W/ V TAPO" (MIN. SHANK SIZE 145 MIN. LEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN B' OF EACH END NOTE: STRUCTURAL 2X IBM OC MAX SPACING MUST BE ON OUTSIDE t 2X6® SECURED THROUGH SECURE TO BLOCK WRa(A' NON-STRUCTURAL 1V TAPCONS TAPCON MIN. 114 (MIN• SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 3" , CMU MIN. EMBEDMENT I Yi) • DRYLLIALL WITHIN VOF EACH END 16' Or— MAX SPACING. 'X4. OR R'2d' P.T. NAILER 2X8,® SECURE TO BLOCK UW-W 7(A OAJS. X 4' MIN TAPCorNG DOOR GABINKO (MIN. SHANK SIZE .149 MIN. FEAR SIZE 900 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN6' OF EACH END MANUFACTURES DETAILS. 18'Oa MAX SPACING. NOTE, °.A-IIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-16/1�• it TO BLOCK +1-15 8 C 8CALE, KTA 2X4,m SECURE TO BLOCK W/• TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN B' OF EACH END 4 NOTE, STRUCTURAL 2X IBM OJ:. MAX SPACING. MUST BE ON OUTSIDE 4 2X6, SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL IV TAPCONS TAPCON MIN. I A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4) Ba' . CJ WITHIN 8' OF EACH END 4 DRYWALL IBM O.C. MAX SPACING ❑ I-X4' OR I-X2- P.T. NAILER SECURE SECURE f0 BLOCK UJR-i(A' CASING TAPCON6 (MIN SWANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 149 --ATTACH TO 2X PER WITHIN B' OF EACH END 4 MAFLPACTURES DETAILS. 1B' OC MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1/4" RI 11DJD0W TO BLOCK +2 1/4" 2X4m SECURE TO BLOCK W/ V TAPO" (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN B' OF EACH END • NOTE, STRUCTURAL 2X O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2x bm SECURED THROUGH SECURE BLOCK IW2-r)(r'TAPCON NON-STRUCTURAL %' A�STO MIN. 1-)4 (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • C-EJ MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN B' OF EACH END 'X4. OR i'X2' P.T. NAILER ID'Or- MAX SPACING. 2XBm SECURE TO BLOCK U4-%' TAPCONS CASING DOOR(MIN. 614ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14') R DOOR JAMB OWINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IB' O.C. MAX SPACW- MANUFACTURES DETAILS. N014 4,w 4s mmm m rue.4rs,oe Nm eemm@� DOOR JAMB TO BLACK +3" EN ENDOW TO BLOCK +3* SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ Vw TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN EMBEDMENT I YV WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X IBM O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6, SECURED THROUGH SECURE TO BLOCK Wf2-%' NON-6TRUCTURA.L V TAPCON6(MIN. SHANK SIZE TAPCON MN. I-Yi .145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 S' OF EACH END 4 B. CM JS' DRYWALL IBM Or- MAX SPACING. 2)B,® ❑ I-X4' OR 1-4- P.T. NAILER SECURE TO BLOCK WR-%1 2X SECURE TO TAPCON6(MK SHANK 61ZE STRUCTURAL MEMBER J45 UY2XJd WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO VO.C. MAX MIN.EMBEDMENTIY4') L—DOOR WITHIN 6' OF EACH END 4 R DOOR JAMB OWINDOW 16' O,C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" F 2X4m SECURE TO BLOCK OYYi TAPC.ONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦'J NOTE, STRUCTURAL 2X WITHIN a' OF EACH END 4 MUST BE ON OUTSIDE 4 16. OJZ. MAX SPACING. SECURED THROUGH 2X6, SECURE NON-STRUCTURAL V*- TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MIN. SWANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. LEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4)•DRYWALL WITHIN a' OF EACH END 10' O.G. MAX SPACING.X4 OR IX2P.T. NAILER 2XIN= SECURE TO BLOCK U 4.' ObJB. X 4' MIN.TAPCONS 1tr-LA:)-"-ACT1JRft (MIN. SHANK SIZE .145CASINGMK HEAD SIZE34'J0MIN. EMBEDMENT I Yi J JAMB OR WINDOW WITHIN6' OF EACH ENDH TO 2X PER 10' Or- MAX SPACING. DETAILS. Nam " N1®4Dwpum �O®A') DOOR JAMB TO BLACK +3-7/IB" G. R K +3-7 E, tTb. 2X4m SECURE TO BLOCK WAW TAPCONS (MIN SHANK SIZE .145 MIN. HEAD 61ZE 3" MIN. EMBEDMENT i Y4"), WITHIN a' OF EACH END 4 STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb• SECURED THROUGH SECURE TO BLOCK IJYI-V4' NON-STRUCTURAL Vo' TAPCONS TAPCON MIN. I-Y4' (MIN, SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. LEAD SIZE 300 MIN. EMBEDMENT 1149 B' cm WITHIN 8' OF EACH END 4 )§' DRYWALL 18' OL. MAX SPACING VX4' OR ISO' P.T. NAILER 2X8sm SECURE TO BLOCK W11 1/4' ' P.T. X 4' MIN. TAPCONS CASINO (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN a' OF EACH END 4 TTACH4 TO 2X PER IBM O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK+3 3/4 • d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407.7744078 www.abde*Wngroup.com AA 8: 0003325 g d a stUilDIV. 4k LOTs ABBOTT PARK LOT #8 BLK. #7 P1ROOJWT LII[oaLClt - 7 4EBB "1828-CALI" OAIRAOX 9WDCG. LEFT PAO■: DETAILS 160 MPH EXP. C nA �` 12/05/19 scAL M 1/4•=1'-0" slim= D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 201 FFBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 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 MIWINDOWS&DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/26/2020 FL 1SO76.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/32/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2027 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO 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 i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-7744078 wwwAbd@sWWouµcom AA 0: 0003325 p Q Zy d 0 e► RII I Ii NJ sysa:v IAT: ABBOTT PARK LOT #8 BLK. #7 ro18 jwTN 7 1tOa>tli.: 4EBB "1828-CALL" aAltAO! OWWO: LEFT PALM: PRODUCT APPROVAL LISTING 160 MPH EXP. C v A / DAIM 12/05/191 DCAJM 1/4-=1'-0- I m PREFORMED CONTROL JOINT FLANGE OF CONTROL JOSR6 Td ME MIRED TIED TO LATH • 1' OL. MAX (VESTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS NRYOONNO EXCEPT STAPLES SV LJIAE CON LL "I101 USEDNT ram. ORSSIN2 NSTALLAr1ON ---\ FASTEINRE r0 ME IPACp--� . r oa nnx vERNITRCALLY / J' THICK S COAT CW W PLASTER WRS LAYER •2. FORTFIESR MUILDNO PAPER APPROVED METAL LATH FASTENED .T' (VERTJ OO. MAX AT SUPPORTS WRM LAYER 4 STUCCO URAP WL' D aw"THIK3 LATM SMALL NOT ..._ MQ OOI r%0A B to v r To v THROUSM CONTROL \ JOINTS BUT SMALL NE &TOPPED ANC TED AT EACH NDE. PER AM" CI06J _ PRO',= 2X4 .LOCKN6 LOLL PLACID FLAT MAX. 6' TO V \ O FROM CONTROL JOINT UJEN CDMrRDL JOINT FALLS ON &TRIOTRJRAL &TW FASTENERS FOR LATH TO ME NAIL6 OR�.. .i- STAPLES N COMPLIANCE W/ ASM CI063 2. WINE TIES TO ME (NO. W OO4T6' WIRE / J. MLOCK616 &MOON MAY ME N ADDIT17 \ To WALL STI061Ed)SED PER PLMI OL11aLD NMI�.FLA O L--. FR.A L COMM. FT.S L CI.ME . Pt. C OLF0.D MaHIC.FLA • FOLD 4 • ® LRaUa MWWO.Fr.A L CNI AOU-FT.• S. 011Me . PT. C 4 MOLD FT. C 0.w FR. a TUJ. F.T. C TplGaa mono" MANU 4'el 0 NIDTTCMI an FOLD.Qp 6E DJT. .T) NOTE, APPROVED BUILDING WRAP SMALL OR LAPPED A MNMJI OF 6' • VERTICAL LAPS (ROLL ENDS) 16' • MORMONTAL LAPS. ALL SEAMS NEED TO ME TAPED WITH FORTIOM 6NEATHIP4 TAPE / TMN LIP-IYTAL"N \ LATH VERTICAL LAP TO ME I' IT METAL LATH WRM LAYER l 6TUCC0 WRAP \ W.W LLIAM6.M -2. P.QW9I.lR/ / I I 2 SCALER LAP 1'I RR'.T•O ® KICKOUT DETAIL «'tiv � I a (IN. I PEA—. naa.. MR�R.CTKNA IMTNRa TRHT SML MID eR .awm agAlo. w NOTE. SIDE LAPS OF METAL PLASTER MASS& SMALL ME 6ECXMD TO FRAMN6 MEMBERS, TINY SMALL ME TWO METWEEN 6uPPCRTS wm4 OE4T&-N. rl2i-MM) WIRE AT INTERVALS NOT MOTE THAN S' (22%-ft'U AS PER A67M 006S TS). FOR REPAIR OF TEARS N UF. LAYERS, TEARS MAY DE PATCHED WA40M WRAP TAPE PER MANF. SPEC OR PEEL a 6TICK MWLDL I -APO 6TUCCR WRAP MATERIAL) OVER APPRUDVED MOWS WRAP. PLASMA& TO � ONTO PIP! CUT AND OVERLAP ONE 610E OF / SELF-ADFIRRtl MEMBRANE —J FLA&MNG r TWI 8 COAT CEMENT STEP 01PLASTER METAL LATM UN IS LAYER 7. FORTFIMER DUILDIN6 PAPER WOOD 6MEATMNS WOOD SWEATHIWx OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER (FRAME), I/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT / ROOF PER ELEVATIONS O"L" FLASHING N.T.S. INSTALL FASTENER& (CLIPS. &TRAP&, STAPLES) AS REQUIRED TO SLCIME PPE) LIRE TO FRAMJJ6 PIP N.T.S. TION DET DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH- LATH TO BE PER SECTION R103.7.1 / ASTM C-84-7-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 3 2750 PH: 407-7749078 FAX: 407-774�4079 www.abdosigngmup.com AA 6: 0003325 8 W. a lip k �e summ a M'7 ABBOTT PARK LOT ##8 BLK. ##7 lROJUCT 04181.000-08071 >1w u 4EBB "1828-CALI" GAR"M &rWDM: LEFT PACSL WALL ASSEMBLY DETAILS 160 MPH EXP. C n TO 12/os/1s MCA= 1/4"-1'-O" sHssz WA1 INSTALL V SELF -ADHERING MEMBRANE PLASHNG OVER STUCCO TOP, 61DE(S) AND BOTTOM FINISH FLANGES OF NON-MOVABILE FRAME OF THE EXHAUST. 6' SELF ADHESIVE ��r.r= aF ra_AaNaa, to ae. L�Q'j, jd'1. 2. SIDES. 3. TOP OVER TOP 4 SIDES VENT CAP 16 TO BE SET N BBD SELF D SieATHING OF SEALANT AT TOP AND FLASHINCs LAYER M, SIDES ONLY. SEALANT IS TO BE UNIT CO WRAP TOOLED 60 A6 TO DEFLECT WATER AWAY FROM JOINTS LAYER 4, PORTWIBER 1441Lot4owo REA�w N. E-Z BEAD ALL AROUND F'REMANUF. DRYER DING PAPER Fl �,. VENT -APPLY SEALANT ALL VENT CAP (SET IN AL LATH PH:407-77a807a JOINTS AND INTERSECTIONS CONT. SEALANT) WOOD TEXIUMD FAX:ao7-77a-407a APPLY SEALANT AT PERIMETER OF CON6TRJCTIONF1 • UIOOD www.ebdeslgngroup.com /•� S: 0003326 BACKER ROD NON-MOVAEILE FRAME AND STUCCO TON TO WOOD 6TIa1GTURAL la! • 1' L. MAX ZL, 61 A4 CAULKING *JOINT SEALANT ra R O 6' CMl 1 I TOP SIDES K' TO1P tIOL-W 1 I PER SECTION 7 UtUReP aclaaeo I I xEeUbTMWroandtllaatadro Eand p I 1 Exterior — BACKER ROD Portland cement piaster use with shall comply with the application 6 B DRYER VENT (BLOCK) - X. requirements of ASTM C 926.12A. 4. 6` WON STRIP Sw laddng �c AOIaES" PLA04M C AAN Installation of exterior and framing r shall comply with ASTM C 1063-12A. MASONRY 00 M APFLYNM UM LAYER 'I, STUCCO WRAP WOODED VENT BUILDING PAPER FINISH MASONRY OVER 'QUICK r — — — 7®HORIZONTAL WEEP SCREED TWICK, 9COAT CEMENT FLASH` PLASTER— —j (FRAME TO BLOCK) METAL LATH WRB LAYER 02, FORTIFIBER PIPE THROUGH UTALL BUILDING PAPER UIDOD 6FEAT14M D 0 3 1 DRYER VENT LFRAME) 6' SELF ADHESIVE FLASHING (INSTALL PER MANIF. SPECS) 8' BUILDING PAPER I INDER GXIICIG FLA6N` _ LAYER 9, TA CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION 0 CUT 'X' INTO =: ?s:;??:`::`: _ U1RB LAYER al, SELF -ADHERING' A VENT PENETRATION STUCCO WRAP MEMBRANE FLASHING` SCALE, N.TA. APPLY SELF -ADHERING WOOD SHEATHING MEMORMOOVER I BOXE AND OVER APPROVED WRB LAYER N MEN STEP #1 STEP #2 APPROVED WOUSEIURAP BELOW MOM LAYER h, STUCCO WRAP C. METER ELEC. E ER FI EL I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE D'FELT MEMBRANEFLA6NING T EN E RS DOX, — OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF-ADIERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER AF'ROvED PRIOR TO INSTALLING ELEC. HOUSBWRAP METER WRB LAYER 02, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED STEP #3 WITH RIGID POLYMERIC STEP # 4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER LAYER 61 STUCCO WRAP) THAT ELEC WIRE PENETRATES y tSESTUCCO/ PIGAL NLLIALL IF BBOTT PARK LOT #8 BLK. #7 ROJECTO 04181.000-08071 MODZ A 4EBB "1828-CAU" OARAOM EtW570: LEFT PAGIM WALL ASSEMBLY DETAILS %160 MPH EXP. C ' APPLY E-Z BEAD a e° SECTION) WRB LAYER 02 (FORTIFIBER — • — — — — OVER 60 GRADE DMIN / , BUILDING PAPER) AREA TO RECEIVE METAL LATH B� STUCCO SCRATCH COAT SEALANT ATDALL ° METAL LATH x—X—x—x t 1 COAT OF PAIIROLLT WIBARIOR K- JON INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARCsER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP #5 STEP No nnNow�aa ELECTRICAL RECEPTACLE DA iz/_' METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O sCALM1/a°-f-o" R103.1.1 / ASTM C-841-0S, MIN. 2s L56. O PENETRATION PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING 2 1/2' CORNER BEAD (FASTENER 4 SPACING A 'I' O.C.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ ^ B�CORNER BEAD � BLOCK 1441 N. RONALD REG B D.A LONGWOOD, FL 32750 PH: 407-774-6078 FAX; 407-7748 www.abdealgngm AA g: 00033215W aor ll Rol sumly a Loan ON ABBOTT PARK LOT #8 BLK. #7 pnoillemif 71 MODIC c 4EBB "1828—CALM" GARAGM BlVDa3l LEFT PALM: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDINCi PAPER) METAL LATH x—x—x—x STUCCO WOOD SPEATWING SELF-ADHESIVE FLASHING — — — — WATHER SAAmpt"HU �l16TN8 WEAll-M TAM Iva I I{P1��vlAL BAPIREIR SIDING MaioMYa NCR < I OTAPUER 6.an \ \ —�— R ADNERINQ, \�T'�I�IBMITNL IIIATVIR RLN6TIVE !l�IURN'sR Q PLA614NS DICRNQr "Y'D MRrAL Z' /LO6NIN0 99Ak4.JA" OR I 'x�_' / IUK ;OD TRM�rIFC t I \ ` AL GAP WCALMS OR APPROVED BCALANr �i. SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-7746078 FAX:407-774-4078 wwwAbdeaWngirouRam AA N:0003825 8 3 n [ABBOTT n:v PARK OT #8 LK. #7 no7CTs 04181.000-08071 MOD=A 4EBB "1828—CALL" 9AAAGZ WWWC t LEFT PALM: WALL ASSEMBLY DETAILS 160 MPH EXP. C j F R-CRDA 0 20' AR NO sax► DA �' 12/05/19 sCALM 1/4"=l'-0" s!lZLNT WA4 / \ 1 TEXTURED // \\ FMISH • WOOD, /-----------'---------- ---- - ` VY TEXTURED FFINIScmxeH . a ., . :. -- 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN rj METAL LATH x x x x x r.. _ _._.._...........—__.-._ PEEL 4 STICK MBTAL FASCIA WRAP 7 WOOD BATHING OR Cm x x x x x x r _ x x x x x x — DRIP EDGE t su rucRS cowleAP(FRnr�E ow r) x x x x x x x x x x x x UNM LAYER 4, FORTIFIBER x x x x x x x x x x x x x .. 1 — I Z/8' TEXTURED I\ FINISH • WOOD I \\ -_... 2X` Sue eNJD - BUILDING PAPER (Kvea'KK! ow.r) CEMENT x x x x x x x x x x x x x ',:' x x x x x x x x x x x j .• I FRAME OR CMU FELT PAPER I I/S5 1/2' TEXTURED \ �\ x x x x x x x x x x FINISH •CMU / \\ DRIP EDGE x x x x x x x x x x DRIP EDGE \ x x x x x x x x \� METAL FASCIA \, WRAP Ys' FROM -'FLAN METAL KICK our x x x x x -(REFERENCEFOR WALOIN� , STUCCO, i FROM \ xONLY SEt OF COMPONENTS) WOOD WALL \ `\ EXTERIOR WALL \ (FRAME OR CMU) 1\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®fPLAN A —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) I ' TEXTURED FINISH • I WOOD, 1/2' TEXTURED FINISH • CMU \,2x& SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL A STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH • END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x x-• :.:.. '.i x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x , .. . x x x x x x x x x x x x x x x x x x x x x x x x x x x x - r� X X x x x - ..... ,.... .. SUB BAND DETAIL ® WALL W f KIC K-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%*x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY \ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYx4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 92780 PH: 407-774.6078 FAX: 407-7744078 W W W.Dbde*WWouP.eom AAN:0009925 >'IZ mmm Ae IOTt ABBOTT PARK LOT #S BLK. #7 Pnon=T# 041 -0807 MODEMa 4EBB "1828-CAU" GANAOL' OWUM: LEFT PAOL: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C D' 12/05/19 sCALM 1/4'-1'-0" t•� FM-12X18 — — 1 — — FM-12X124"CONIC.SLAB :F-24X-24 R<o % i I\` EXTEND FM-12X,8 4" PVC ,`CHASE SLAB 1 1/7 i t rn \� I OF SLAB ` N I • \ \ b, ` \ \A aP ` L— — — — T E - 1 — — — — b • *51/2 4" 17'-8" 2'-8" Y-W 5 I m N I I <D Im I N I� I SP 1 O I I N 6 LL J EXTEND - SLAB 11/2" m FMA 18 m )� LL 4" CONC _ ^ )� w SLAB ) 3'�4" ILL )Na-31/2 71/2 �) 2 bop J MC-12X18 FM-12X18 a FMC-12X,8 L — — — FM-12X18 — V FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-W 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.E1NDICATE13#5 BAR, @IDICATES #6 8AR, WDICATES 97 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-1YASCE 5-13, USING: Fm= 1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C476 GROUT(3000 PSI)L UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8M EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x8 WIAXW1.4 OVER GENERAL 3 10 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF, T.O.F. LONG TE-1 8" SEE PLAN 10" - FM-12x12 12' CO TINUOUS IT (2)W$ FM-1208 17 CONTINUOUS 18' 2 #5's - + FM-18x18 IS" CONTINUOUS IT - e _ +0"A" FMC-12x18 12, CONTINUOUS 18" - s #5 IN CURB YA810 -24x 4" 24" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX:407-774.4078 w .ebdesWngroup.00m AA M: 0003325 a gg� O �o sumoxv. a INS ABBOTT PARK LOT #8 BLK. #7 PROJECT 04 0t 0 7 4EBB "1828-CALM owiewaa atlrn\rs: LEFT PACE: FOUNDATION PLAN 160 MPH EXP. C PAWT VATE, 12/05 hi I SCALM:1/4"=1'-0" s s1 30" MIN. EACH WAY MONOLITHIC FOOTING }} Z STEEL REINFORCING IN GROUTED i d STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND — . :,t •• •'.' CELL SEE PLAN FOR SIZE AND p, 0 T SPACING REQUIREMENTS + ,��q 111., • p:� d SPACING REQUIREMENTS •�� •.'�..' - GARAGE DOOR m U IW mm Lu V� vJ a • �q - ..�• q � �FMDo ,�,�jj RECESS J h Z 6' CMU WALL O I 8' CMU WALL �•. 1 .. CORNER BARS, SAME SIZE AS BAR W B. b fO Z • IN FOUNDATION WITH 30' LEG EACH Wx a- -0" WAY AT ALL CHANGES IN DIRECTIONS N tUi1 TOP OF 3LA0 TOP OF SLAB . •I S I .. SO THAT THE STEEL REINF. IS CONTINUOUS ... .. .. • _ V ES Ij M H AMOUNT O CO NUOUS BARS MATCH M F CONTINUOUS �I. ?k- CURB FOR MASONRY e EXT. PORCH SLAB ^ SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA •CHAMFER (1-STORY) SEE SLAB SCHEDULE' TOP OF GARAGE EXT. PORCH SLAB " q. �" CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET 7'0. AT ELEV: W/ 1/2" ISOLATION • 6' CHAMFER (2-STORY) W/ 1r2' ISOLATION 4' CHAMFER (1STORY) Il JOINT (WHERE # •� APPLICABLE) a #4 24" SEE SCHEDULE #5 30° JOINT (WHERE APPLICABLE) 6" CHAMFER (2-STORY) :' T6: EE SCHEDULE Z A WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 36„ FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0 2 SCALE:34'=1'-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 SCALE: 3l4'=1'-0" SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 166 COMMON AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL Wf PLAN w 2x4 OR 20 WOOD BEARING PROVIDE BLOCKING 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING W - I WALL W/ SYP WALL Wf SYP No 2 STUDS SEE 2" CAPPED > NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE a SECURED W/ 2- PART SPACING, SINGLE BTM. PLATE WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. W/FLANGE Q BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH WASH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO J Q 8°, UNO PLATE EPDXY 5-1/2' EMBED. MIN. 016- OC SLAB W/10d MASONRY 4 < FOLLOW ALL MANF. USP SPTH4 OR SPT1i6 BTM MAX. NAIL 18' O/C STAGGERED. x I SPECIFICATIONS FOR N USE AND AND TOP PLATE ANCHORS W/ ADDITIONAL METAL CONNECTORSNOT SECURE FLANGE x m H PREPARATION OF 10d z 1 1/z" COMMON NAILS REQUIRED WHEN NO 1/ SLAB W/(4)1/4" X 21/4' Z HOLE. LL HOLES, DO NOT USE UPLIFT IS PRESENT. TAPCONS 70tl x 3FILL W. W J SEE SLAB SCHEDULE w SEE SLAB SCHEDULE m O O� ¢ 6 �-F ,�� TOP OF SLAB .. ., a- 0' TOP OF SLAB 4CHAMFER (I -STORY) •; 6: CHAMFER (2-STORY) a.�. +ta_ ,�-J..�: ,� _ EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scaLE:34"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 8 SCALE:3l4'=1'-0 SCALE:3/4"=l'-0" (W/ UPLIFT) SCALE:314"=l'-0' (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE d p BTM. PLATE TO BE PT. SECURE BT. PLATE TO CL PROVIDE DBL. TOP PLATE SLAB W110d MASONRY NAIL Q ul 16" O/C STAGGERED. ADDITIONAL METAL 00 U CONNECTORS NOT REQUIRED WHEN NO W U) 8' CMU WALL UPLIFT IS PRESENT. M 3E. +- 0' POURED LINTEL CONT. (TYP.) <a•• 8• CMU FILLED CELL (TYP.) •I• ' TOP OF 3LAB SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA, USP 725OSD BOLTS S" - -(y TOP OF SLAB a• Z Z ♦ I 'ISOLATED' COLUMN PAD CENTERED UNDER WALL AND L}- MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX • r- �POURED MONOLITHICALLYWITH y s� - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .`g"-!"r*,rs . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE:34"=1'-0 (NO UPLIFT) SCALE: 3/4"=1'-(r S 11 SCALE: 3W=1'-0" — 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 , a� A q W a slant►. as L+oTs ABBOTT PARK LOT #8 BLK. #7 PRO TIP 4 — 7 �coaai1 4EBB "1828—CALF" aARAOZ saaro: LEFT PAGEh DETAILS 160 MPH EXP. C 1Q DA 12/05/19 SICALM 1/4"=1'-0" spin= S1.1A DOWEL PLAN SCALE: 114" = l'-V 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abde*Wigroup.com L AA 0:0003325 K $ t NJ: �o 8vND:v ee most ABBOTT PARK LOT #8 BLK. #7 04�J OT - 8 7 MOOR l 4EBB "1828-CALI" GAiRAGE 8WING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C AROHrECT: STATE OF Fi.ORDA aAR NO 90725 8CALM: 1/4 D' 12/05/19 82IEET si.� TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10. HOOK GROUTED BOND BEAM - VARIES PER ELEV. Z i °• CLEAN OUT REQUIRED FOR INSPECTION 03 TIEVERTICALREBAR a TO HORIZONTAL ... ,'.. .°: REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA. Z� #3 18" g > #4 24" U #5 30" #6 36" HORIZONTALNERTICAL #7 42" 0____,2��1�91RCING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS s �t mW U a� Q co Z 8" CMU WALL o � __ TOP OF SLAB °' TOP Of SLAB SEE SLAB SCHEDULE Z W° EXT. PORCH SLAB BAR SIZE 48 BAR DIA. i > .: • ° ° 4" CHAMFER (1STOR1� O W/ 7/2° ISOLATION 8° CHAMFER (25TOR1� 18' U • * , e JOINT (WHERE #4 1 24"° a - APPLICABLE) Z MATCH STEEL #5 1 30. 6THRU FOOTING � REINFORCEMENT ° PVC CHASE PER SCHEDULE 36° 8" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING #5 BARS FE11 I. 8" .. T7 I. V-0" I, FFI CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-774.4078 www.abdosWqVoup.com AA 0: 0003325 C #A f 0 BOOM A6 DOTS ABBOTT PARK LOT #8 BLK. #7 "M 04 1.0 — 7 M[ODS74 4EBB "1828—CAU" OAVAOa 8wnrO: LEFT PACRI: DETAILS 160 MPH EXP. C D TO 12/05/19 .CMZ. 1/4-=1'-0' INIMEW St. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13)10d x 1 12" HDG NABS. SMALL JACKS < 9' MAY BE NAILED W/ (10)10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. -TOP OF ARCH / T.O,$ = TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (ro W;ZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8X8 1 #5 NIA GROUTED SOLID "CAST SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH °YO 3t6" (4r) PR@CMT 2231 44' (4T) PRSMW "a 44' (54') PRECAST 15s8 54' (M') PRE1CAU 1217 V4W (:S') PRECAST 1082 Sr [M PRECAST 2M 74' an PRECAST 741 84' (112m PRICMT W4 104' (12r) P11OMW 476 ll'4' (138) PRECAST an 1741" (1617 PRECAST 337 I" (ion Pnow 225 1av (ter) PRECAST 279 1rr (17r) PREVIEW N.R. tSr (1M1 FRIS mmm NA trr on PRM1Rom N.R. te4. 0O2"1 PR&lItlIDB® NA 214' Wn FRESR88eED NA 224' owl Ri637Rl8e® PLR xr Cam') PR8711Eet6D Nit ©�®r7" OD©0©00 "OOOmO� 0000�ov oom000m ©m0000vl mom�r!"omi ©0000©v�, ®�OF.'700 m38�a"odc�v m©OOL700 Om00©00 0000a "oovoov "D1:m8 E=zm=m 0 ODOQ"7G700 000©000 000voov 000voov 000""ov o0 oEzmm "0000"" ©r.Mo" "oomao" ©ram©©r�o�a CZiBL1i©©GI©© """©®"© "©"©�00 tal ss 4o sst 14miloselan (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. •ALLVAU=TAKEN FROM'BAFE LOAD TA81E8' BV CASMMM YAY 211E E0RI0N •ALL PRHP.MTPRODIMTSARE TOM BETALIBD PERBWNIFA07UR269PECIFICATKM iTE" SAFE LOAD' SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 34' On PRECABT 1005 1024 I= 34' Kin PREG1sT fr (41" PR8 Alrr 785 788 t= 44' (41') PNEW ♦r (54') PRWAIrr $12 5M to73 4'41' QM PRBG57 54' R4") PRWAST 411 411 745 S-4' (8" PRECd87 VAT On PRECAST 340 m 818 S•10' (M PRECAST Sr (IC) PRECMT W 721 49D Sr (In PREGAU rr d89 Pmew 424 534 38s rr mn PRECAST 84" (112) PRgCABT 328 612 230 " (1121 PRECAST JOW (12r) PK4CA57 284 401 140 ISr (12n PRECAST 114' (13r) PRECAST 280 452 IM 114' (13r) PRECJIBT 124• (mr) PRECAST M4 402 137 1zr (1447 pFam 7 154" (15D") PWrAR 217 =4 110 I" Mn PRECAST 144' (15r) PRECAST 205 253 1oD 145r per► PRECAST 144' (17r) RE8fl53M NA 2M III 144" (17r) PR55IR83 154' (ter► FR83T� NA 2M 88 1" (ter► P will 5 lr4' On PNMTMM N.R, 194 M 174' (1M') PREBII� iri' On PlaeTIOW NA 14e 52 1Q4• (sas'► PR 21W on NA 125 42 214' On PRE It" (2M') Ple'2TRFl1® NA 116 40 221r P" PRB11RL41 844" pr'1 PRB711E89® NA et 3s 2P4r Pin PRB3TA9 (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PROOM PROD(1CT8 BY OMM TO LEFT OR EXCEED VALUER STATED ABOVE •PRON108eN Nlr OPB M0PARTEACH&DEOFVANDOWOPWO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CMTE DIVISION ACCEPTANCE #: 16-0126.03 -------------- --------------: LIFT BEAM PLAN SCALE: 1/4" = 1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdostgngroup.com AA S: 0003325 all C 4 $ 'um IV. a3 LOT: ABBOTT PARK LOT #8 BLK. #7 PBDa=T/ 04181.000-08071 MODRU 4EBB "1828-CALI" OAIRAOZ ownco: LEFT PAGZ: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C to Dw� 12/05/19 wcAmc: 1/4'=1'-0" 8B39mm S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314"=1'-0" IT IS THIS ENGINEER'S INTENT THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/0M/OB INDICATES $NGLE BOND BEAM PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8' 1aY6 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING B. HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 87c18' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM', - COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL ' REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VIDTH # OF #5'S, IN 2ND BOND BEAM COURSE ��16-1T/l / B NOMINAL �� HEIGHT a nc fes-c TOp ,M COURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE-CAST•31 .3 WINDOW SILL z a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'41 8x16 DBL. BONDTOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM W/(1)#5 BAR .ti; BOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF OPENING BEAM 8x8PRE-CASTCONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7 OR BEAM DESIGNATION n 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS B Tnp PRECAST HEADER(MIN) 20 (MIN 2 X 3) 1-3A6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND 18' O.C. MAX. MIN IAA EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/418" FROM EACH END AND 18" O.C. MAX. MIN IAW EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING - 1/4') 8' FROM EACH END AND SECURE TO SHEATHINGWI 18' O.C. MAX. MIN 1-V4' MIN. 2-120 PER BLK. EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 314'=1'-0' SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDES BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX:407-774.4078 www.abde*Wigoup.com AA M: 0003325 m A �o aumiv. as Loan ABBOTT PARK LOT #8 BLK. #7 PR J'04181,006-08071 Moaszs 4EBB 1/1828-CAL ' GAPIAGs OWUM: LEFT PAGI: DETAILS 160 MPH EXP. C 201 PRINT mml DATM 12/05/19 8CJ%=: 1/4"=1'-0" sHum" S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13)10d x 110 HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7, LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 TP-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM CHORD (MN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN A7 LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774"8078 FAX:407-774-4078 www.abdosWn/roup•com L AA#: 0003325 a 2 b p Q J e O aysa:v ee IAT: ABBOTT PARK LOT #8 BLK. #7 PROJWTO 04181.000-08071 MODZU 4EBB "1828-CALI" OARAOX OWDM: LEFT PALM FRAMING PLAN %160 MPH EXP. C DAi 12/05/10 8CMM 1/4"=1'-0" allmm 111111 S3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 0 24' O/C, SUBMIT SHOP "ROOFIWALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) # 1175 UPLIFT USP 100x 11/2"TO TRUSS. FL#17880 PLYWOOD SHEATHING, SEE (2)USP HTAIB TRUSS ANCHOR HTWM20 W/1010d TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 'ROOF/WALL/FLOOR WITH (9) 10d x 1 112" NAILS TO NOTE: A PT SYP #2 2' x 4", TRUSS AND (4) 114" x 2114' 10d x 1 V2' TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS EA. PROVIDE 4" MINIMUM 6", 8" x 4'-0' MAY BE ADDED TAPCONS TO CONT DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, 3' POURED LINTEL OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE AND OVER TRUSS (NOT ADDITIONAL PLY MAX TO # 1900 UPLIFT (2) USP ,NOTE: A PT SYP #2 2" x 4", SHOWN) ACCOMMODATE GIRDER HTWM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0' MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR BLOCK WALL W/1010d TO O/C TO FACILITATE ONE FL#17680 TRUSS AND (4)1/4" x 2 114" ADDITIONAL PLY MAX. TO (A) USP LUGT2 W/ (5)1145c3' POWERS TO CONT CONTINUOUS BOND BEAM ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WEDGE BOLTS (16) 18 GALV. NAILS TO PAPCONS POURED LINTEL SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN) 2z SECURED WI (3)18d (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 'WEDGE BOLTS AND 3/4"1x2 SECURED W/ 10d TRUSSES 0 24-O/C, 1x2, 2z WOOD FASCIA (12) (12) WS3 SCREWS FL#8223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12' O/C FOR REVIEW 2x SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED ix2 SECURED WI 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SCHEDULE SOLID, 8' EACH WAY OF BOLTS MASONRY BOND BEAM 12' or SEE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT U:1870 LBS, L:710LB3 (1 STRAP) S ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TITEN 2 ANCHORS MIN. - B ALLOWABLE UPLIFT U:2430 LBS, L:1310LBS (2 STRAPS) 2" COVER 8 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b SCALE:3/4"=1'.0" TYPICAL ROOF 8 GIRDER CONNECTORS) 2a 2b SCALE 3/4 _, 9" SCALE:3/4"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 E A, TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING LSTA1220 GAUGE SEAMS) W/ 10dx1/2 HOG NAILS V-0- TO 30'-0' (1)'X" BRACE C EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2z8 PT. PLATE PER F FVATION 4L — (1) "X' BRACE (MCENTER TO BLK W/ DIA. FLOOR (2) "X" BRACE DIVIDER EQUALLY ANCHOR BOLT W/ 2" BOLT GIRDER 6'-0' MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R IW-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6' * SEE ARCHITECTURAL MIN. EMBED, AT 32"OC MAX. P tz4 DIAGONAL PR GABLE TRUSS SECURE GABLE TO 2z8 PRE-ENG FLOOR TRUSS BTM. CHORD P.T.0PMAAX LATE W/ 12de 8' STIFFBACK (AS PER 5/8" GYPSUM BOARD OR 1/2' HIGH BRACING, SEE PLAN FOR LOCATION TRUSS ENG) ONT. 2z4 SECURED W/ STRENGTH CLG. BOARD U MAY NOT BE (2) 10d'# a EACH TRUSS SECURE TRUSS TO TOP PLATEw/ (2) N a REQUIRED N TO BE INSTALLED 0 16d TOENAILS 10'-0' O.C. MAX DOUBLE TOP PLATE HTT16 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (20)16d x SEE SCHEDULE FOR 2x4 OR 4x6 WOOD BEARING 2-112" NAILS TO POST. BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE 4 PROVIDE BLOCKING .°. 1/2" GYP. WL. BD. ' • 1x4 BTM. CHORD BRACING 6-0' OIC END WALL OR OTHER •' • • MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF °•• i ..�. e. 10'-0' O/C MAXSECURED WI(2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION' 7 BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE:34"",'-6 6 GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4'=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. " 4 s_LE:3/4"=14 (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'0 OLE EDGE>5/6. USED SO LONG AS THEY CONFORM TO THE FOLLOWING OLE DIAMETER . 2/5'D SOL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES OLE EDGE>5/8" 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 F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE 3/5"D DBL. STUD NOTCHING AND NOT USED NOT USED ALTERNATE MATERIALS 11 BORING 8 SCALE: 1 1/2"=1'Ar 9 10 SCALE:3/4"=1'-0" IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX:407-7744078 www.abdosigngroup.com AA #: 0003325 O Y 0 g ( sumly as LOz! ABBOTT PARK LOT #8 BLK. #7 %0j Tif 7 >�coaaIa 4EBB "1828—CALI" GAnACa DW MC: LEFT PAC$: DETAILS %160 MPH EXP. C /SIC A A ;21CPA AR NO Y9729 I)A 12/05/19 GICALL': 1/4"=1'-0" e>lEw S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d C EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0' (1) W BRACE 30'-1" TO 60'-0 (3) W BRACE PRE-ENG GABLE TRUSS (1) "X' BRACE® CENTER 2)'X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2x ROM CENTER TO END. UPRIGHTS OVER W-10" HIGH (AS PER TRUSS ENG) F PLYWOOD SHEATHING, SEE 'ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIAWEACH NECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/(3)15d WOOD GALV. COMMON NAILS. ' O/C, 1X2 SECURED W/ IOd DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12" O/C L SECURED W/ (2)12ds Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/HIP RETURN scALE:y°"'1'-0 PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x5 PT. PLATE TO BLK W/ 1/2' DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY S" MIN. EMBED. OC MAX. G SECURE GABLE T02x8 P.T. PLATE W/ 12d's S" O.C. MAX TRUSS (TYP) 0 24' O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds 0 EACH TRUSS TO BE INSTALLED 0 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4*0'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwmbde*Wngmupcom AA M:0003325 o al ye e r O saC y F41 OTT PARK LOT #8 LK. #7 nwT -08071 MDDZXJ 4EBB "1828-CALI" OAICAGZ anrUM: LEFT PAGZ: DETAILS 160 MPH EXP. C r CU INS M ' GABLE - ENO ROOF WIND DESIGN PRESSURES A 1-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 P$F (77.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: C* RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DMIPHRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4- O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR SHANK Bd RING SHANK, 21/7 0.120' 170,000 RING (E 20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAILS TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR IMIE/ATH410 USE 112" CDX 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 8d RING SHANK GUN NAILS AT 8' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Q 4- O.C. TOP & BOTTOM EDGES z W . Y Z v d a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR .Z.X ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE SEND FRAMING C8d RING SHANK GUN NAILS 6'0.C. IN FIELD;` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS 012- O.C. IN FIELD or 8d x 2 122' SCREW SHANK PNEUMATIC SCREW -NAILS a 170.1 FIELD TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES; ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAxtMUM AGGREGATE SIZE SHALL BE 31C. OD WO: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%NIT ENTRAINED CONCRETE EXPOSEDTO EAMHORWEATFETI NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, S1h EDITION ALL E%Ppg®EDGE50F CONCRETE ARE TO BE CIN\FER®3/4'. ALL WOOD FOR BEAMS. BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31844, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FORTHE DESIGN OF MEMBRANE PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRPNEl11DHRPLL SIPBSONGftIXlDVIEAE INDICATED ON POLYND ETHYLENEVAPOR CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI ANDA MODULUS OF ELASTICITY !ILLS, PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 740 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LIPPEDS INCHES PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND FORMWORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORWWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN h' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED N THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT D(GIASIONS FROM TNESE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PUNS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-ON43RADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE POUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 pef TOP CHORD ­rit 10 pef BTM CHORD -non-c rt.-nt DEAD LOAD DEADLOAD IS pH TOP CHORD 20 pef TOP CHORD (7 pSf w/ ASPHALT SHINGLES) (10 PSI W/ No GYPORETE) 10 pef BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10PO BALCONY LIVE LOAD 60 W STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED=140 MPH 3-SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pSf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHERTHAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pef, STAIRS: 40pe1 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DDCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM DA557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, ANDS" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DEBGNS, WITH HISTORICAL STRENGTH VITA FOR EACH SEPARATE MIX PRORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT OrCEED5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C 04 OR MEASURING, MIXING. TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WIEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM YMEM WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITHTHEABOW REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY SPOSED TO EAfTH UFOUNNDATWN&j B FOR CONCRETE EXPOSED TO EVUHMf10RWEATHER 1-1/Y FOR #5 AND SMALLER 2-FOR #B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLPS3, WALLS AND JOISTS 1-112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES 8TIRRUP3 WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-W OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM ASIS 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 W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' #5 BAR - 30' #7 BAR - 42' PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL ATTHE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER MASONRY. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES). AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM Cd78, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3WO PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MO SHALL HAVE A MAXIMUM 3/8' COURSE AGGREGATE, AND SHALL BE PLACED VW A SLUMP OF 8' TO 10-. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE 'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, OTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 38 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE 8, TYPE E OR S, Fy = 35 kel. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 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 SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTORPLATES S SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT4)IPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL-PLATELONNECTED-WOOD TRUSS CONSTRUCTION:, AND RPIM?CA SCSI V 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 A58.1-1982, 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 FOR APPROVAL. ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SWILL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'USP STRUCTURAL CONNECTORS' BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BYTHE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AR+LIGTION 912E HYPE ANIONIC REMAND APPLICATION SDF TTFE RE - I TRININGTO MA90NM ICONC. -EHNbENEDCOL NNLI1 LONG. 8'OC GARAGEOOOR BUCK TO AW.AOMYICONC. 1M•OIA NO WA9NER TAPCON MASOMY FASTEFE3 S•OC ttn"EMBED..YE10 D6T. 11R'fDGE DBT SGD, K.E%T DOOR I. PT, SEEKliEB CASEIWIDEN A NNL 11?LONO. e•OC STAGGERED WNDDWBOOIXMFASiFED INf01.WSOMYIWNC. GARAOEDOOR &ICl( TO IM9JNRYIOONC. IIYDNWI WASHER EXPAN9NlNBOLi WOC 1' EMBED.. 1'ENDOBT., 3'EDOE DUST WN.W.. PT, SEENCTEB cA EE W1rAENED COL NAI111?LONG. A•oc STAGGERED wNDDwr000N FAeiENEO NID AW9ONRY/ANC. METAL STRAPTO IMAONRY/GONG. CONTACT THIS ENGINEER REQUIREMENTS FOR SPACING EM. SANG DOOR BUCN 2a PT, EEEN01E8 (2)3­'TAPCON' NO WA.. fASTNEA IS.m 11R"EMBED, B'E10. D191.. 1112-EDGE DBi. NON9FARINGWWO WALL TO CONC.9LAB 1R' EWAN910N R1.� 1'EMBE0, 1•FIO W/WASHER BOLT DIST.. 3"EDGE OLAT 2v Pi STEEL &ION O.tb'PAFxt VS 9"O1C 1" END.UIST., I1R' PT TO STEEL OCL.,BFE W,114Ay1� STAGGERED EDDE DBT. NOTES 1. S�TAVIES SHALL HOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR RUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77418078 FAX:407-7744079 W wwAbdo*WigroLq).com AA N: 0003325 8 i !r • M Q 8�+ Z S O swan►. sewan ABBOTT PARK LOT #8 BLK. #7 P>0 n=T - 7 M0D=]W 4EBB "1828-CALL" GARAOZ 9wD10. LEFT PAGW. DETAILS 160 MPH EXP. 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