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HomeMy WebLinkAbout7760 Broad Pointe Dr99 1828-4EBB-CAL,� 99 11 CODE, ALA -CORK R1Dpg�1W1� E 'ODESEv,. zsl vviR 1'S ND ItAE E OF ORD�NANC HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 I Tal: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA t, CERTIFIED BUILDING dONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .� i CODE, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE �p � STE IWI= I lSM7) *ALL IWA6 AND STAIR COW .00CUPANCY _ pppmg �� npntm pA -CONSTRUCTION TYPE - VB VMINf Iw A/C ALT. AMP. BD C� AIR CONDITIONING ALTERNATTE AMPERAGE BDARD ABINET LINE LUM. M.C. MIN. M.T. MT° LUMINOUS MEDICINE MINIMUM MEfALTHRESHOD MOUNTED OVXAS CDS mm ARCHITECTURAL SHEET DESCRIPTION 70n FeC I�"� PG Cl—COVER SHEET PG GN-GENERAL NOTES OMM GDS NE•�ED 04VO SIDS ELEVATaNB ADM TAMPA FL 33637 N (813) 740-9720 FAX: (813) 740-9715 UVTBRIOR FINISH - CLASS B p�� �p� 'I, -BASIC WIND SPEED — Vul1=I80 MPH Vud=124 MPH y� *EXPOSURE — C �I-STORY RESIDENCE — CLG CLG. ONC. C CPT. C.T. D. DBL D.G. CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. NOT TO SCALE ON CENTER PROPERTY LANE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN OyAro COSPE-ro6IED 04mm FOOTING RR EVIINON M M winTEL: ft41M CD'SRE.IS M CV M ADDEDaUiKMPOOTERATGAP" DETAIL.(FORT MYERS) OV" FLANMAIiTBJAICC •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DID. DIM. DISP. DP. DR. D.S. DTL. D.W. EA. eEaQcx. EXT. F.GJFX. F.O. FIN. FIR. DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUALST EXTERIOR FIXED GLASS FUEL GAS FINISHLOOR FLOOR P.T. I RAD. R.A.G. REP. RM. R.O. S.C. S.D. s.H SHTHG SHWR. SIN. SL SL. m. 9TD. PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR TOR REFRIGERATOR RooM ROUGH OPENING SOIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SL DING STANDARLAss STANDARD PG Ml-MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED 034M REVISED LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, TLC. 00�y � ADDITIONAL RKEPTACLE IN &ARAGE MR UALL BATSON (MLW SQ.FT. CALL. S VM4ft REVISED NVAC VOLUI'M ON SOFT CALL SCHEDULE (MELW 0"A3 ADDED'F WWRMOW DEEP POCTEWDETAIL 126A(ORL) LIVDG IAA& SQ FT. &ARAGEELEV ENTRY 4 K 6GL F7. LANAI i6 sa FT. TOTAL 2,362 SOL R 06AVB ADDED LED LK•ITS • IOTCIEN 4 BATFI PER MARL SOUES oT/F�IIB ADDED STQE OPTION ELEVATION C 10 (TAMPA) gyryg ELEVATION G' 61DMG•ADDED LOUVER • GABLE ROM 10/IS/19 DPT. B-o' CEILING FEKI(iB 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 FLUOR. FT � FLUORESCENT FOOT`TIING sws TEMP. SHEAR WAIL TEMPDOOR EREDGLASS PG WAIS-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 Fax: (407) 774-4078 GA. GAR. DISP. G.F.L GL. GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT GLA S UP'IFR GLASS THIc T.O.C. T.O.P. T.O.S. TYP. THICK TOP OF CURB TOP OF PLATE TYPICAL AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED H.C. HOSE LOWCORE V.P. VAPORPROO' MR. HEADER W. WASHER BUT. OR ITT HFIGHT W/ WITH INS UL INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR 1IF INTERPRETATION OF THE CONTRACT DOCUMENTS. W.T. WROUGHT IRON PG S1.2A-DETAILS ANY ASPECT of THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND ORDER TOED OBU)IaIID THIS PROINCT BASED FURTHER DETAMIG OR ON NTHIS N IN PG PG S3 1FRAMI G PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1A-DETAILS INFORMATION) TO THE ARCHITECT OR ENGDIEER FOR CLARIFICATION. PG S3.113-DETAILS PG SNi -DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR 27TTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 wwwAbdosigngrouP.com AA N: 0003325 , ^ � a 4 sumly ae LOT, ABBOTT PARK LOT #33, BLK #8 PRoJMT - 082 HODffie 4EBB 'T1828-CALI" GA><eAGM OWING: LEFT PAGL': COVER SHEET 160 MPH EXP. C rO 11/25/19 CALM 1/4"=1'-O" 12m Sl C1 OWUL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft EDITION, (MM .AND IN CONJUNCTION WITH ASCE 7.10. ALLREFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.12. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS OF WHICH THE CONTRACTOR FAI LED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAM MD CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES $HALLNOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 138 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MMI SHEET STEEL P MIN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026& TABLE R3026: THE GARAGE SHALLBE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN'/,4NCH GYPSUM BOARD OR EQUIVALENT. sllEwoRlc 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, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR M THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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 SIGNEDAND 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.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 8. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24'ANDTHE MINIMUM AREA SHALL BE8FT .SQ. PLUMBMO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALLCONFORM TO SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTEROR WALL COMEF&M 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EKTIEr" FIMEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTWC1063-12EL 3. LATH & ACCESORIES PER ASTM-C-1063-1 IA & 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 RENSTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR MUNN 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 1/4' TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com L AA 8: 0003325 t q pL $ lu 0 sUDDIV. Se LOT: ABBOTT PARK LOT #33 BLK #8 PROJSCT 04181.00t-33082 KODSla 4EBB "1828-CALL" OAR40M SWUM: LEFT PADS: GENERAL NOTES 160 MPH EXP. C OA � 11/25/11i OCA-1/4"=l'-0" osmcw GN 39'-61' 0 �1��10 OII�EEEE5E5E GiIEEIHEU517 OI����I O - O 10 o - C Ir - - - O - 1 �►ME JSI h - - -I o o to Q DOLLARD AS Ifta V, LM oPER DCODE Emi. - • oGARAGEG - �no FOYER to J M i ._ .. - to - - - I , - - mm o1BEBBBIol�o1EEEUlIo oIBO,o olE[Ilo Ll FLOOR PLAN SCALE: 1/4' • I'•0' IIEEESEBEEEE51 SQ.FT. CALL.-S LMNG IA2S SQ. FT. Cu1RAGE 430 BQ. FT. BIWRT 16 BQ. FT. LANAI NIS Sa FT. TOTAL 2 2 Sa FT. CLA LDM Ba00��ir°o esaNDD nMi�W AID�IW 11 m Poo1 Zola 901lNIrDNNM IRIlu MIN. WINDOW t0 5 34/-45 CRITERIA EXTERIOR SWMCe IS 5 33/-43 OR MIN. CRITERIA SGD. MIN. 41 5 SV-39 CRITERIA 160f0 01ND. 1 112 5 282/-31b BASIC WIND SPEED MPH - 100 (Vu1L) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT. -II, 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. COWWLDMWM � - DBL. TOP PLATE 0 M BAR DETAIL NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-0 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 19/a' (35 MM) IN THICK NES8, SOLID ORHONEYCOMS-CORE STEEL DOORS NOT LESS THAN 1 3/S' (35 MM) THICK OR 20-MM nE FIRE -RATED DOORS. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.mbdeslgngroup.com L AA 0:0003325 rX$s; g 6 1Po � L'ITIT-TJ sF mlv. ae LO7! ABBOTT PARK LOT #33 BLK. #8 04181.00t-33082 11BOD111. 4EBB "1828—CALI" GA1ua14 111TfIlf0: LEFT IQAGZ: FLOOR PLAN 160 MPH EXP. C DATM 11/25/19 scArEI: 1/4"=1'-0" Al EQUAL BLOG. TO CONTROL JOINT 4' FRIEZE BAND LI&4T 0'-0' FIN. 8'-0' BRG. NGT. TO CONTROL JOINT I TO CONTROL FRONT ELEVATION SCALE, V4 " 1'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R10SA I 6 i TO CONTROL SWW-%LE ROOF DECORATIVE FOAM DRAIN TILES i' RAISED BAND (TYPJ li'Xi0' FYFON DECORATIVE "TTERS OR �I EQUIVALENT I�TTM. ©' 4' RAISED BAND (TYP-) A0'_O" 0'-0' FIN. OFF RIDGE VENT RFAOFATnC 2364 3M FT. METFREEVENIIIAnON AMA REQUIRED :/3m REQUMMVENT1IATIONAREA - 29E4AM _ 7M VINMATION XSM INCNES MR FT. 11" . 3IA72 SO, IN. MM.RE4UREOVENINAMON .5X UK72 IN UPPER PORTION OF ATTIC S9365MIN. OR PoUFEVENTRATIONARNI U55O.IN.PMvwT suss /M AteGFVENrsREOI1IREO 49SM7 ALeOF VENTS PROVIDED S 'AREA OF ATTIC aT1E PBEMEETOFTHE HOUSE. LESSNOV EMUM EnENOROFW M6ffERgROF 14000MIANGS1 Fllllillll� ULM] Lod 010 M loll OFF RIDGE VENT OFF RIDGE VENT v REAR ELEVATION SCALE: 1/4 " 1'-0' TEXTURED FINISH V-0' BRG. HGT. 0'-m' FIN. FLRy _ o0'-O' FIN. FLR LEFT ELEVATION SCALE, 1/4 " P-D' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT m �D �o m 0'-0' FIN. FLRIo 0' RIGHT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH , DEC0.1 DTL. -0' FIN. FLR 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32150 PH: 407-7746078 FAX: 407-7744078 www.abdesWWoup.com AA N: 0003325 I Wool i � • F D 1omOTT PARK OT #33 LK. #8 04181.000-33082 KoDzxa 4EBB "1828-CALL" GAXAGM OWING: LEFT PAGE ELEVATION F'C" %160 MPH EXP. C 11/25/19 � CAI.L': 1/4"=1'-0I" A 2 C ELECTRICAL LECIEND SOL DEFINITION NOTES ) I2lV OI7ILET 7M M! EINm IADLE n/V OUTLET .- BWV OUTLET VJ Q WR u AN TO !YAWL )ON IIOV OUTLET P"WW =CtA PM PMWANT rIPM) i7N OY7LET (47 NBE cara41aN ENL1e1D 019 wrow-RO@ dIY mp^LT OUTtlT NTwEElMER Zq WP VANTCM 'FI lMIBTCL( !-MY omit_ _ _ _ _ _ _ _ _ _ _ I LANAI NWTCH 4-WAY OFMM ( LIVING ROOM LMNT� PRE -WIRED OWNER'S r, MG FAN CELND,i.*W SUIT , SUITg 'PRE-WIREDWP LED CLO LIGHTGLG FAN I ) VP LED VAPOR - - - FROM L.- VP VAPM FROM MECEEEm CMCLG FAND \\ t DINING ROOM VELD. 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PER tl.wC1RI0AL PROVIEIONB OP TIE WGRA& 4 11=10N e2Wnl &W' D(A X IF PT LONG COPPER CLAD GRQED MD 1441 N. RONALD REApAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdoeWwWoup.com 0: 0003325 1 4 L V lid I G 1 1 i OUMDM & LOT. ABBOTT PARK LOT #33 BLK. #8 riton=TN 04181.000-33082 MODZIA 4EBB "1828-CALI" GAXAGZ OWING: LEFT PAGM ELECTRICAL PLAN 160 MPH EXP. C DnzNT &M 11/25/19 *CAM 1/4"=1'-0" 8*0c :T E1 0 PLUMBING PLAN SCALE, V4 . I'-0' 2 VM 1 -�Y� I \� 1/2' KITCHEN SINK III/ AUTO VENT PLUMBING RISER DIAGRAM TO MAIN d N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-774.4078 www.abdoeWigroup.com AA*:0003325 y O I ABBOTT PARK LOT #33 BLK- #8 P"41J>mCTI/ moasr e 4EBB "1828-CALI" OANwo= *WMO: LEFT PAOM PLUMBING PLAN 160 MPH EXP. C HVAC NOTES L ALL MECHANICAL EQUIPMENT BALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LEW THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLA88 PAIS t MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (201T) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SMALL Nat BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $JELL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC bTW EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (201`1) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2041) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO Be RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS &WALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFC% RECOMMENDATIONS AND MC 6TH EDITION (20I1) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECN DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET NINTH MAX. SIX ELBOWS. ALTE L WVAC TO HAVE PROPER PANS W/ DRAMS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW 6LAIS T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL __--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 860M INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OPTI/SPEC OFLOOR SLAB CLEAN —OUT (TYPE. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DR — SOLID LINE- SUPPLY TRUNK — BROKEN LME• RETURN TRUNK l BALANCING DAMPER OR COD O CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR 0 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CON-. CONDENSER W/ (2)-3/Ib'X2' TAPCONB WIT SIMPSON WS ROLL STRAP OR EQUAL 4• CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) %XI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-61XV CON_. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN —OUT (TYP ) NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. k' LAN I 14X14 14Xt4 I 0SU TE$ LIVING ROOM Li LI. ------- 12X8 12X8 S' - S• 12XS 0 14XI41 ------------------- - I I ® SGPM 0. I 4' 4' I v WI•C• = ------ ---I- t4'MCHE I �i I ------ ---I I 111 E o� LAUN• I H _ I AI i �— BDRM. #4/ 10X6 4' DRYER VTR _ , I I 6. I I - - I r - � I 1®• 10X6 BDRM.C3 I b' Or-----� L 4. ` I I L-----� 14X6 B' I 8X4 BATH 8X4 i2 FOYER I I I I 10X6 DRM.# MECHANICAL PLAN SCALE, 1/4 . 1'-0' 1441 N. RONALD REAGRN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407.774-4078 www.abdssWigmup.00m AA 0:0003325 a� Q W 0 0 wanly at LOTS ABBOTT PARK LOT #33 BLK. #8 PMOJWT -3 0 MODRU 4EBB "1828-CALI" Owluaa slriNo LEFT PAGM MECHANICAL PLAN 160 MPH EXP. C ltJ Dw11/25/19 sCAIM: 1/4"=1'-O" *HE= M1 21X14 TOP PLATE EASU88 Id' CLA BOARD 1/2' DRYWALL —� TV'F- SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL a 32' Or — MAX FIN. FLI! 2X4 WOOD STUDS 024' OZ. TIONS SUPPORTING HUNG PLUMBING tES AND WALL LETS SHALL BE NOT THAN 2X4, WHERE ED NOT MORE 16' OZ. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' OTC, TYP. INT. WALL (NON—BRG.) Di SCALE, 3/4*-1'-& FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R00511 ON Ik O.SJ L SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-Ews TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1,12' THICK, 2 COAT PORTLAND, CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0/6' GYP" Eu OR 1/2, HKaH STRENGTH CLG. BOARD 5' DIA SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 03 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE- 3/4'.1'-m' ENERGY CODE FORMS, .ATION R-VALUES .RENCE STRUCTURAL --R-4.1 INSULATION — L WINDOW ATTAC 41ENT AS PER MANUFACTURES r-- SPECIFICATIONS r REFERENCE . / STRUCTURAL Ix2 P.T. FURRNG — 6TRPG • 24' O.C. S' CMU V/' GYP. UJL. BD.- Uk700 BASE — 0'-0' FIN. FLPt j L4' n W/ WINDOW OPENING FIBERGLASS 644INGLES OVER W FELT PAPER OR SYNTHETIC PRDDUCT,INSTALLED PER SECTION R50511 ON 0.6D. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FILM �YP. WALL SECTION NO OPENING NOTE: PER SECTION 505.1.1 - FOR ROOF SLOPES 212 TO LESS THAN A I2, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM &CALF. 3/4'.r-m' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 16 PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE Iv, OR ASTM D 6151 an a" 08 /2B'\GAS LINE THRU BLACK N .r. FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON d' 0.6D. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-m' TYR MTL. DRP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRU66 WEEP 6011tEED 2x P.T. SECURED PER STRUCTURAL DETAILS N' TWO7(, 7 COAT - F'ORRMD CB'�NI PLMTR APFLW ONeRCTLY TO MASONRY ON& APPROVAL RSO. a GARAGE DOOR JAMBS D1 SCALE: 11/2'■1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS ---\ 6THR45ACK AT ALL UPRIGFI PER STRUCTURAL DETAILS PRE-ENG UD.TRUSS — 2x RAT SECURED PER STRUCTURAL DETET AILS JJJ/ SEE ENERGY CODE FORM" FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPBUM BOARD OR 14 HIGH STRENGTH CLG. BOARD 1/2' THICK 2 COAT-1--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR 6'CMU t�4 W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or- 1/2' GYP. WL. BD. WOOD BASE p TO PLL mm LRM A FIBERGLASS, SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.Li ON l' O.SD. 6FEAT14ING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRU68 DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Fi-7J It 4.V'-0' FIN FLR e . .. n TYP. WALL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL SCALE, 3/4'0.0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdes4pgroup.com AA 0:0003325 rr O 1 evi�a><v ae mmm ABBOTT PARK LOT #33 BLK. #8 PAOJl7CT 48 3 mol)mu 4EBB "1828—CALI" GARAGa 8flrDMs LEFT PAGZ: DETAILS 160 MPH EXP. C DATM 11/25/19 •CALK: 1/4'=1'-0" 81i141CT D1 A -MOLTS 4' EMBEDMENT MIK EVENLY FROM FLOOR TO 17�—NLEV�LA�__WB�ul V OUT NAILS. SIDE& 2X6 d ARAw DOOR DUCK IW fN ® NW A -MOLTS 4- EMBEDM 04T M21 UV 2'W-4 W46NER AND NJ( SPACED EVERY PROM FLOOR TO GARAGE DOOR ICI! N JOINTS PRIOR TO FILLI" 1-2X6 FT BLOCK a CENTER OP ® DOOR HEADER ERI))nW J-MOLTS 4' Q7MEDF4M UU 2'W14' U AMM AND NUT. ® MIOTE& ALL GWALL R N ACCOImANCE TO ll~AOl4RWs WTALLATION "TR UN O UMM MUCH NSTRUCTIOW AIR MORE STRIN2W GARAGE DOOR (a)BUCK ATTACHMENT \QVtG.1L6 N'• T 8' cm X' DRYWALL 1'X4. OR MKV P.T. NAILER ,.4 P.T. OR Yi X4' MIN SECURE THRU PRAME 4 EXTEND I-V INTO BLOCK QT1IlV 11is' TAFrONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 900 MIN. EMBEDMENT 144 WITHIN 8' OF EACH END A IB' Or— MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +3/4 OR +5/4 KTD + a OR+ 4i `4 SCALE. KT.G. 2X4. m SECURE TO BLOCK W( V TAPCON6 OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 I6' O.C. MAX SPACING. 2Xb,m SECURE TO BLOCKW/2- ' TAPCONUMIN. K SIZE Job MIN. HEAD SIZ0000 MK EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 S. CM W OL. MAX SPACING. l¢• DRYWALL 2X8,1>m a I'X4' OR IW' P.T. NAILER SECURE TO BLOCK W!J-1Ns' CASING b TAfmCOMIN. SHANK SIZE J46 MIN HEAD SIZE 900 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' Oz. MAX SPACING. 2X4m SECURE TO BLOCK LLV 1)(s' TAPCONB (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END ! NOTE, STRUCTURAL 2X IB' Orr. MAX SPACNG. MUST BE ON OUTSIDE A DO= SECURED THROUGH SECURE TO BLOCK W/2-Va' NON.STRUCTURAL Ills' TAPCONS TAPCON MIN. 1-A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT IV) • DRYWALL WITHIN W OP EACH END 4 B' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2XB,m SEATO BLOCK WR-V,*MANUFACTURES ' O.SJ5. X 4' MIN. (MIN. SHANK SIZE .145OOR CASING MIN. HEAD SIZE 300OOR JAMIS OR WINDOW MIN. EMBEDMENT I Yi)TTACH TO 2X PER WITHIN 8' OF EACH END A DETAILS. IS. O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )i ) DOOR JAMB TO BLACK +1-35/1�" -WINDOW TO BLACK +1-IB/ 8 C SCALE, N.T.G. 2X4,m SECURE TO BLOCK W/ i(s' TAPC0ND (MIN. SHANK SIZE .145 MIN. HEAD SIZE .3" MIN. EMBEDMENT 1 Y•') WITHIN 6' OF EACH END 4 NOTE. STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 3(s' TAPCONS TAPCON MK W4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 . CMWITHIN a8 8' OF EACH END ! DRYWALL IB' O.C. MAX BPACWJG ❑ 1'X4' OR DO' P.T. NAILER 2X8m SECURE TO BLOCK WR-i(6' CASING ONB TAPC (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) TTACH TO 2X PER WITHIN 8. OF EACH END 4 MANFACTURES DETAILS. IS.O.C. MAX 6PACING. NOTE, SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A ) DOOF�R JAo13B TO BLACK +1-1 " DOOR JAMB TO BLACK +2 ��4" L"I>3rAL1E�t f U: + -1 2" i E NIDOT/ TO BLOCK +2 1!4' 2X4m SECURE TO BLOCK W1 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT NT I Ys') WITHIN 8. OF EACH END 4 �� STRUCTUIFAL 2X IS' Or —MAX SPACING. MAT BE ON OUTSIDE ! 2X6m SECURED THROUGH SECURE BLOCK OY2•!(r'TAPCON NON-STRUCTURAL W MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT IV) ' DRYWALL WITHIN 8. OF EACH END 1 16' OrG. MAX SPACING. •X4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK W/2-i(s' DOOR CASING (MIN. SHANK 912E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN S' OF EACH END ! ATTACH TO 2X PER ID'Or— MAX 6PAr-W.% MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" E 6GALE, KTB. 2X4m SECURE TO BLOCK WY W6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN W OF EACH END A NOTE, STRUCTURAL 2X IS' Orr. MAX 6PACMG. MIDST BE ON OUTSIDE A 2X&m SECURED THROUGH SECURE TO BLOCK W42-14' NON-STRUCTURAL V&' TAPCONS(MM. SHANK SIZE TAPCON MIN. 1-V J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 129 b• CMU WITHIN 8' OF EACH END 4 K' DRYWALL IB' O.G. MAX SPACING' 2Xb.m ❑ I'X4. OR 1')2' P.T. NAILER SECURE TO BLOCK W?2-%' 2ND 2X SECURE TO TAPCONS(MK SHANK SIZE STRUCTURAL MEMBER 145 W/(2)I2d WITHIN S' OF EACH MIN. HEAD SIZE 300 END 4 b' TO 8' O.C. MAX MIN. EMBEDMENT I Yi) OOR CASING WITHIN 8' OF EACH END ! DOOR JAM OR WINDOW 18' O.C. MAX 6PACMG. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ?V) DOOR JAMB TO BLOCK +3" F L. 2X4m SECURE TO BLOCK W/l'V TAPCONS(MK SHANK SIZE .ws MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE. STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 W O.O. MAX SPACING. SECURED THROUGH 2xo'm NON-STRUCTURAL V SECURE TO BLOCK W11-114' TAPCON MIN, I-Yi TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 S' CMU MIN. EMBEDMENT I A)' DRYWALL WITHIN S' OF EACH END ! 18. O.C. MAX SPACING. 'X4. OR I'XT' P.T. NAILER 2X0cw ❑ SECURE TO BLOCK WA-1/4'7(4' GAD. X 4' MK TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MM. HEAD SIZE JIM MIN. EMBEDMENT IV) DOOR JAMB OR WINDOW WITHIN B' OF EACH END ! ATTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. Mv.i s,n»1�sD m wrs JM.00 rnr a®tY DOOR JAMB TO BLOCK +3-7/18' WWDOW B +3-7 C' SCALE, N.T.G. 2X4m SECURE TO BLOCK W/Yi TAPCONS (MIN SHANK SIZE .146 MIN. HEAD SIZE 3a0 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 1 NOTE. STRUCTURAL 2X 10' Cr— MAX SPACING. MUST BE ON OUTSIDE 4 2Xb,m SECURED THROUGH SECURE TO BLOCK WA-1/4'NON-STRU4TURAL'1(s' TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MM. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CM WITHIN 8' OF EACH END 4 N DRYWALL W OG. MAX SPACING. PX4' OR ISO' P.T. NAILER 2X842m SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCONS CA61NCs (MIN. SHANK SIZE 145 MIK HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END it TTACH TO 2X PER IB' O.G. MAX SPACW- MANFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3 3/4' H • 4, 4" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744070 www.abdesWkgroup.com AA M: 0003325 of y D � >s1 mrv. It LAT: ABBOTT PARK LOT #33 BLK. #8 PnOf OT MODEM., 4EBB "1828-CALM' GARAGE OWDM: LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.E USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM (� W W W. FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32700 PH: 407-774-6078 FAX: 407-7744078 www.•bd•sWnooup.corn L AA M:0003325 rLi t i susazv. a Lwril ABBOTT PARK LOT #33 BLK. #8 PROJN= 04181.00t-33082 MODEMA 4EBB "1828-CALI" OARAOs xvnmm: LEFT PAOL': PRODUCT APPROVAL LISTING %160 MPH EXP. C L NO03M CRC Dw11/25/19 sOA1.BR 1/4"=J'-O" s>ssar D3 PI116CRMEO CONTROL JOINT RANW OF CONTROL JOINTS Td 1511 WRED TWO TO LATH • S' OG MAX (VERT). bg= DO NOT PASTSN CONTRROL JOINT TO ROLL EVEN F 6TUD EXISTS BEYOND EXCEPT STAPLES UV 65EQINE COLft N ROL�JOM . CXXtM INSTALLATION —� :AST?ER6 TO BE IPACEp.—� •TOG T'LAX VBRTIGILLY / j• TNICIG s COAT CEMENT PLASTER SM LAYER 9. FORTFIBER INKONS PAPER APPROVED METAL LATH PASTEIED 61' (VERT) Or— MAX AT SUPPORTS WRIS LAYER L STUCCO WRAP WDOD S/EATHN3 LATH SHALL NOT BE CONTIN000 .• ro v r To v ' THPIPA14 CONTROL \ JOINTS BUT SHALL OC STOPPED AND TWO AT EACN SM. PER ASTM C1063 PRINCE LX4 0LO I WIA T FLAMED RAT MAXMATE. 7O &' iEIE FROM C011fF10L JOINT UIEN CONTROL JOINT PALLS ON sTISJCTIRAL &Tlb ASTS, FOR LATH TO BE NAILS OAR i STAPLES N COMPLIANCE W ASTM C1063 2. SOME TES TO EE (NO. W 0041E' WERE A BLOCKM SHOW MAY EE N ADD( \ TO WALL 67I106 RRAIJIRED PER PLMI OL IbL.o tN1YtC . R. A ®PAID OI ra.6 tlWwo . Pr.A L grAN . Pr. 6 LCIE .M.0 OLIgLD NMIb.PIA L CRIYR . R.6 Fa.o • ® I P0.D 1rWWtlo . PL A A. etAuw • PT. e 4. Pew t•r. C D.SR R. 6 RL R.0 TOW"* 6O,TCM PLANO 4 0 PLANS, RINSE w,a 1 AAIAL TOLD. 22 I E an. r Ce11(r IL Mr 2 COAT O LY) a MOM AFPROVSD BUILDNS WRAP SMALL EJS LAPPQD A MNFY'T OP V • VERTICAL LAP& (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL MAPS NEED TO 0E TAPED WTH PORTIMIR SNSATHN6 TAPE / rl LI*ITALI.Ad \ X X X t ' LATH VERTICAL LAP TO ISE 1' 4h4' SELF-, FLASHING (C WRAP MAIN APPROVED PLASHN6 T! I. OR LESS I IT METAL LATH CUT01•ERLAP ONE NEIE SEL Q SELF -AC -AP WER&IS MCMSlIRAlE PLI1F1►YA a QYER % I SPAP ���3 COAT CEMENT STEP 01 �1 40�NM LATER 7, PORTFIBlR / EW-DRW PAPER Iffrr PETAL LATH U M LAYER R. FORTFEiER BUILDEJS PAPER Um LAYER'1. STLIC O tURAP INSTALL FASTENER& (CLIP6. WOOD 91EATMOO &TRAP&. STAPLES) AA RIMMED TO PEAS/ WRE TO PRAMINS 2 SCALE, I W'.T-0' Q KICKOUT DETAIL sliilie�,iTo`r - lum OVA cm O(IBIIOIR 1EQAEEJ..30&a € � �I INS WALL 1LAO" KOK-�0STAUanrLAarwa ns tMRTYL WlWaur Ar tl10RO1'1 aF 600F . NrRRrt:TIONA Mom, SOE LAtM OF METAL FLASIER BASES SHALL BE &EOIRED TO FRAN&W M@7]ERA THEY SHALL BE TED BETWEEN SUFPORT& WITH OJ0416-N (171-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-M ML AS FOR A&TM C1063 TJIJ, FOR REPAIR OF TEAM IN 00 LAYERS; TEARS MAY EE PATCHED WA40M ~ TAPE PER MANE. SPEC, on PEEL A STICK Wom ST11C 61RATHNi PAPER STUCCO WOOD SHEATHING OR CMU WRB LAYER M, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP UIRB A TAPE OVER ROOFNIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4, 6, 616. 8E1UP-ADMORWS MEMBRANE RA&NN5 (OOITATIELE UV WO" IWRAI M ATERLOU OVER 4SVP &ELF-ADNERRW MEMORIAM RASMNS OVER APPROVED 110WE WRAP ILASNSAS TO �fIITD ONTO P" WM LATER'2. PORTFdER EULOM PAPER METAL LATH 6tio6' SELF-ADIERNS MEMBRANE 4'F4' &ELT-AD4E1RN9 MWEIRANE ILASNIM, OVER APPROVED HOUSE URAP. W CONT. BEAD OF SEALANT INSTALL APPROVED HOIMSESNP AIR INFILTRATION BANTER OVER SHSATMNG SLA&TOMERIC COATING OVER 611JCCO/ C.V. FINISH (SEE TTP WALL SECTION) SECTION PEt3SECTION R�.T Eodawrir6tRta Ezte u of pord"aemerdpb.dr .hell —ply nth ee eppkagon .gel... dASTM C92672A. Inetelletlon of exterior Wftq and twN eheX cwnpl with ASTMC1063-11A ;TRATION DETAIL (FRAME) LEGEND OF DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER---•--- - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-1-0e, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N.RONALD REAGANBLVD. LONGWOOD,FL32750 PH: 407•T744J078 FAX: 407-774.4078 www.abdootgngroup.com AA N: 0003325 IRS 1g� b a O �VA o Eumm a LOT. ABBOTT PARK LOT #33 BLK #8 PllOJECT 04181.00t--33082 MDDELT 4EBB "1828-CALI" GAPMOM sVMCG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. -C m BACKER ROD BACKER ROD UM LAYER 01, elr1C1'.n gR,Ap INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. mowsl= OF FLASHING TO BE, L BOTTOM. 2. SIDES, 9. TOP VENT CAP IS TO BE SET N DEC OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS, AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL SIpEg, Yi CAULKNG * JOINT PER SECTION R70&7 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. `— HOMED VENT c THICK. 9 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD O EAT14NO DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2B LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES F B DRYER VENT ( BLOCK) BUILDING PAPER OVER 'QUICK PLASM' PIPE TWROUGH / WALL 1 6' SELF ADHESIVE- FLASNING (INSTALL PER MANUP. SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, Nfib. CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED 1-I0U6EI11RAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD UAPPLY BELOW VERIFY LOCATION GUT SUCH TWA NO MEMBRANI ENTERS BOX, STUCCO SCRATCH COAT APPLY TO PA EDGE AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. T+R��L METER STUCCO SCRATCH COAT t 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "— " "" " R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 M' GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC IUDOD SHEATHING LAYER 1 STUCCO WRAP LAYER R, PORTIFIBER BUILDING PAPER WOOD METAL LAT14 CONSTRICTION ,��PHISH UIOOD FASTUM TO W000 STI6ICIURAL MEMS1<R • 1. Or- MAX �• ct•u 36• TO $' Mag.eALL WW AOFESNE PLA*Mlft CLaAN MASONRY SpU01Y APPLYN ® HORIZONTAL WEEP SCREED FRAME TO BLOCK, B. WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF-ADI4ERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER STEP 01 STEP '"2 WRB LAYER 01, T 8 UGGO WRAP STEP "3 APPLY 60 MIN - GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ® ME"BRRAAT E LNG WRB LAYER e2, FORTIF15ER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6076 FAX: 407-7744078 www.abdes4M*up.com AA S: 0003325 O F., IIFF sunwv- dk LOT: ABBOTT PARK LOT #33 BLK. #8 lROJ=T 041 1.00U 33 82 wonwis 4EBB "1828-CALI" QARAGZ sward: LEFT PA00 WALL ASSEMBLY DETAILS %160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 2 1/2 ° CORNER BEAD (FASTENER 4 SPACINCs s "1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 1TL ,� R1CORNER BEAD 6) BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosWkgroupcom AA M: 0003325 ell all I O � I sVbwv. at LOat ABBOTT PARK LOT #33 BLK. #8 P1lOJffiCT 0 —gy 3082 MODZU 4EBB "1828-CALM' OANAOs DWD"k LEFT PAOr. WALL ASSEMBLY DETAILS 160 MPH EXP. C 0VtDrr 9scAuk 1/4"=1 simew WA3 LEGEND DRAINAGE PLANE (WRB LAYER n, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOO SW ATNNb— uR^M FIM67W! CIARItllR N i WI�J(, W%eL &vm �/ / \ i•&BLF-ADIERM / QQ FLAWN& `FL464 6 rERF.n t �� � a•U 5APlFtRFIOTWB STARTEI! &TRIr / \� R I4Q.NBT" DAPIPME I �•• BaF.ADWERNe FLAewm 6ALVD PETAL Grrr.LLxW� �LL TTi�pp -- '2•FLAWm ubODAT'DBI! sn�rcaceeere �r% , I 'u ao`TR rIR AL OAP VLCALJLXN3 / OR ArrROVBD SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdedt�oupmm AA A: 0003325 a �+ • L TWIN NJ sysaiv e. LOT: ABBOTT PARK LOT #33 BLK #8 P1q.1�CT/P 4 - 2 aoasis 4EBB "1828-CALI" GAAAGZ swam LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C MNT rff!E" il/25/19 1/4"=1'-0" A4 2x6 SUB-BANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ 1\ 1/8' TEXTURED 1 \ FINISH • WOOD I \\ 1/2' TEXTURED \ FINISH o CMU \ METAL FASCIA \\ WRAP Ya' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ 1/6' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • OMI METAL LATH METAL FASCLA WRAP WOOD 6HEAT14ING OR CM WRD LAYER h, STUCCO WRAP (FRAME ONLY) - WRB LAYER Q, FORTIFIBER BUILDING PAPER (FRAME ONLY) 2x6 am ft irl ROOFMG CB'ENT DRIP EDGE /� © F'L AN E3 METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, V OFF WALL $(NOT INTO STUCCO) TEXTURED FINISH +e T /WOOD, 1/2' TEXTURED // FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-5' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KICK— OUT �ME OR CMU T PAPER DRIP EDGE ( REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY AME OR CMU iLL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ,o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.aDdosWkgroup.00m AA M: 0003325 8 iE Q O 3 I I i suNoxv. as 1ATs ABBOTT PARK LOT #33 BLK #8 PnOJ>mCT/I 2 MOOR . 4EBB "1828—CALI" GARAGM SWUMt LEFT PACT. WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C DA 11/25/19 DCALM 1/4"=1'-0" DIED= WA6 �I AA'A" 28'-W 3'-4" 15'-10" 9'$". 9'$" '-4" 36'-T TOP OF SLAB Ck ° 1LL _ 1 — _ — FM-12X72 I • — — — — — FM-12X78 — 4"GONG. � SLAB o a F-24X24J 1.-0.$ to LL ` \� r 10 10'-0" I ,1 EXTEND FM-12X18 4" PVC SLAB 1 1/2" t11 CHASE 1� T-OP OF 1 SLAB Io '71 L---- TE1 ---- — I 1. N *5 1n 4 1 T$" 2 '$" 1 I 3'-0" 5 ILL o N I I EXTEND I .1 2 SLAB 1 1/2" 1.1 m FM-12X18 ) LL 4" CONC . I SLAB ) I ILL )Na �atn 1 , 71n 217 a'e" s J MC-12X18 Lt a FM-12X18 FMC-12X18 L _ FM-12X18 J 4 4 2'-8" 16'-0" 2'$" 4'-4" T-10" 10'-2" 21'4" 14'-0" 39'$" 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 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #5 BAR, INDICATES #6 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,ODOPSF. 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.530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-W O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, &h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 WI.4xW1.4 OVER GENERAL 3 11T 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. LONG TE-1 8" SEE PLAN 10" s + 0"-0' F -12x12 12" CONTINUOUS 12' (2)#5'a FM-12x18 17 CONTINUOUS 18' 2 #5's FM-l6x18 18' CONTINUOUS 18' 'a -W-0" FMC-12K18 12, CONTINUOUS 18' (2) 9 #5 IN CURB ARIES -24x24 s s -)p•-y 1"..1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77441078 FAX: 407-774.4078 www.abdosWngroup.com AA #: 0003325 A all sysDiv. Be 0181.0 00 Lo ABBOTT PARK LOT #33 BLK. #8 rROJOCT - 0 2 >w[DDEIt 4EBB "1828-CALI" GARAGE t!t) D90c LEFT PA01C: FOUNDATION PLAN 160 MPH EXP. C AROMEM STATE C* D 2 AA NO DATM 11/25/19 KALE: 1/4-=1'-0" tsHzw S1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED `� d STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �'--`• I °— d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING REQUIREMENTS • v'•, GARAGE DOOR co (Lu a It y FM W RECESS to Z 8" CMU WALL O 8" CMU WALL , . CORNER BARS, SAME SIZE AS BAR w w 9" O io o Z IN FOUNDATION WITH 30'LEG EACH W U -I' . e WAY AT ALL CHANGES IN DIRECTIONS • y (A+ TOP OF SLAB TOP OF SLAB I ... °I SO THAT THE STEEL REINF. IS CONTINUOUS .; • .. .. --���^ • �—e • '• . ESQ MATCH AMOUNT OF CONTINUOUS BARS •I •, CURB FOR MASONRY 3ET EXT. PORCH SLAB W/ 112' ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) ft3 18' :' EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE T"I 4" CHAMFER -STORY) Il •" a. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULEp+ '" 1• ATELEV: 0'-0' JOINT (INHERE ~. • � 6" CHAMFER (2-STORY) #4 24" W/ 1/2" ISOLATION (I • 6" CHAMFER (2-STORY) APPLICABLE) z SEE SCHEDULE #5 30" JOINT (WHERE. •! i EE SCHEDULE A. TRANSITIONS WHEN ARE MADE FROM FOUNDATIONS HAVING i FOR BAR SIZE #6 36„ APPLICABLE) s' FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 2�1 AND BAR BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO iq 42" � EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE: 3/4'=1'-0' CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 — SCALE: 3/4'=1'-0' SCALE: 3l4'=1'-0' LAP TOP PLATE AOF 46' LAP TOP PLATE A MIN. OF 48" MON AND NAIL COMMON AND NAIL W/ 18d 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 W/ PLAN w 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Lu — I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED GALVANIZED PIPE S NEW REINF. BAR O SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE /2' 1/ASH PLANS FOR SPACING. SINGLE STM. PLATE TO BE Pi. WIFLANGE BASE � K a I EPDXY. MIN. EMBED IGHSTRCHOR TO BE PT. PROVIDE OBL. TOP R SET INEDGE WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8", LINO PLATE EPDXY 5-1/2' EMBED. MIN. 18' OC SLAB W/10d MASONRY o Q p FOLLOW ALL MANF. USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. = SPEUSECIFICATIONS FOR N AND TOP PLATE ANCHORS W/ ADDITIONAL METAL = m 10d x 1 112" COMMON NAILS CONNECTORS NOT SECURE FLANGE TO H PREPARATION OF FILLHOLES, DO NOT USE REQUIREDWHEN NO SLAB W/(4)1/4"X21W TAPCONS Z HOLE. x 3LL 10dW w cn UPLIFT IS PRESENT. K SEE SLAB SCHEDULE SEE SLAB SCHEDULE b oQQ�O� Q TOP OF SLAB _� .. 4 ; ' TOP OF SLAB .' ti...a . 4" CHAMFER (,-STORY) �. 6' CHAMFER (2-STORY)4 <.• _ � . . + 1, ...�`:.. EQ. EQ. SEE SCHEDULE EQ, EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION 8 WOOD WALL 6 S`�LEi34"=10 (NO UPLIFT) SCALE:3/4"=1'-0" SCALE:34'=,'-°" (W/UPLIFT) LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" Q/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/PLAN SPACING REQUIREMENTS 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE a. p PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO t PROVIDE OBL. TOP PLATE SLAB WI10d MASONRY NA L m W 18" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT It to 8' CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT, Z + POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TIP.)TOPOFSLAB2X `~ SEE SLAB SCHEDULE WALL FRAMING l • SEE SLAB SCHEDULE 112" DIA. USP 725OSD BOLTS 5' - -°" Z Z '4 MINIMUM EMBEDMENT INTO TOP OF SLAB'a• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX • -� POURED MONOLITHICALLY WITH 4 y „ — — FOUNDATION AND SLAB �y-^^gor-+—=' SEE SCHEDULE SEE SCHEDULE FOR BAR SIZE FOR WxD, BAR SIZE BAR AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3f4'=1'-0 (NO UPLIFT) 10 SCALE: 94'=1'-0 11 SCALE:34'=1'-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosWngroup.com L AA is 0003325 a oil] Coil Le a fill �a e aonaiv. as WTI ABBOTT PARK LOT #33 BLK. #8 04181.000-33082 MODMIA 4EBB "1828-CAU" GA %AGZ BWD90: LEFT PACIM DETAILS 160 MPH EXP. C DAM 11/z5/19 BC,&=: 1/4'=1'—O" s213= S1.1A 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407.7748078 FAX: 407-7744078 www.ebdesWigroup.00m AA R:0003325 III 3 Q W `J sysasv ae roa: ABBOTT PARK LOT #33 BLK. #8 P1tOJmCT MODAls 4EBB "1828—CALI" 0A1RA03 OM MO: LEFT PAGZ: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4' = l'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM p CLEAN OUT REQUIRED FOR INSPECTION m ' 0'-7 FIN. FLR. TIE ERTICAL REBAR 2 TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 48 BAR DIA. z #3 18" i >O #4 24" U #5 30" #6 36 #7 4Y HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'4r EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED d p: CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS mW U N Q Z 8" CMU WALL o o, _ / • SEE SLAB SCHEDULE f 4' CHAMFER (1-STORV) 6" CHAMFER (2-STORV) Z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE (DIH�� Z_ m BAR SIZE 148 BAR DIA. I > 93 1 18" m QU #4 24" #5 30' 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #6 BARS 4 ■ 4 1rt -0 CMU UNIT DIMENSIONS O ap ARE NOMINAL SIZES 0%I MASONRY SYMBOLS �K 3 SCALE:3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosWwgroup.com AA 0: 0003325 al FITH ou"ty a# tAT: ABBOTT PARK LOT #33 BLK. #8 Pt* T HODaL: 4EBB "1828—CALd" GANA*= 8WDM: LEFT PAGM DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 117 HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS 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 PSS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. - BOTTOM OF LINTEL! T.OA -TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (c 1SS1IZE XK REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 1 a5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U{INTELS j SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U4-INTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAfPL OAD *_*S_ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH N" aPoa aPtsM swea nos RMa aPmM TYPE LENGTH VM SPS RCIAU TYPE LENGTH @MIT ~ W04T *vw W04T van MWIT Vm ff 111214T o1w VAf7 map 111a>•,T mart Sr KM PRECAST 2231 " M PRECAST I= I= tees sr M PRISCANT "r am aM 4w Hsu owe 10M tw ae2 u" 4w v ml 7M, 410• Nei PRErAW 13M 4'r (4n PRECAST lee 763 1300 4W (M') PRECAST M M mm aw 4M m 4w an = aw M 4n m sells 4W 04') PRECAST I= *V 00 PRECAST 102 eo1 JIM 4W M PRWANT 1m1 M" alp 3110 4m O„ wo m/ M" alp 3n 4w 4N1 M Bl' (Mi PRECAST 1217 " 04M PRECAST 411 411 746 (e4') PRECAST 10D I wa 771a Nf2 71aI 4w 1Me Im mm aw aw am 4w F40' (Io•) PRECAST 1062 S-1O (7e9 PRIICIIST 3M 330 M6 V-40• (70y PMEW w M aw Nm M 1W aw aw alp am NM Sr (M PRECAST 6M Ir (10 PRECAST SST 721 M0 Qr (7e•) PRECAST w aw w 14p "r aw aw fen man rr SNr) PRECAST 7M rr On PRECAST 424 534 363 rr Pn PRECAST m m mf ,etl aw ao = aw mm tr4• CIM PRECAST eM ve (112) Pow" 321 S12 no W-C (11r) POWAST w , , 2w aal w "Io on Iw w4 to'r (Ian PREc AST 476 tar par) PRECAST 2M 401 ISO Iow pan PRECAST w w w w w ,fM "n ,w am 11'-4• (13n PRECAST 3e2 Hu• (1369 PRECAST 2So M2 164 11w peed PRECAST 474 w w IM 1a 4m w 1w "" I.— t2W (W-) PRECAST 337 I (14•) PRECAST 2M 402 IV uw om Pllfd W 4ro 40 7m w t, , 4m w w 1w i iM I" per) PRECAST 2N ISW (ISM PRECAST 217 3M I" I" t1w) PRECAST 4" IN w 7M w f w w w 1w "1 1May W-W per► PRECAST 27e 140` (ter) PRECAST 206 230 too 1410• pM'1 PRECAST w w Mo 1af w , w=EKZzsnA1w�E:M 4" 4m "i "m f , tw1fr OM PRESIRMS® NA I*V (IM FRESIRESM NA 2M SI Wr CIM PASwww w1rr (IM'► PAEi1g0S® N0. 164• (1N') PRESIR6BBEa NR 2S0 SI aw (IM PR66WAM a' m w w w ww w "M1r-C On PRS9IREDOw NA 1rr p10e•) PRE NA 1M M 1rr W!, PRE ww w w w w 1Ya w , 7M "1t wfM im GM PROTR1 N.R. 1r4• Mn,,NA 1M 02 1r-r On MNITRNS® w "I w w M W w w w M, w 1 M tw21'r 12m PREpr w N0. M%C On P H.R. IN M 2l%'r Pell me >a w w w22'r w lo w PM") P11E61RE8= NR 2" on FIwiR� NA tte 40 W-V PM') PRe31IRow >ANW pee•) PRDI NA 2a4r o7 PRISTREW NA S1 as w4r plea•) PRM1pMw tm "a Im w an w m w 4" w w w wis w(a)THE w w w w I= ,@ NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (a) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. •ALLVALL)ESTAIM FROM *SAFE LOAD TASK• BYCASTCRE7E MAY 2016 EDITION -PRECASTPROWJMSSYOTHERSTOMEETORE)MMVALUESSTAMA90VE -ALL PRECAST PRODUCTS ARE TO SE INSTALLED PERMV"ACTUREB SP3CIFICATKM - PRDNDE MINIM 'VOF SBMMS PAST EACH SIDE OF W3WOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P.CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE a;16-0120.03 �©mODm��OOmO©�©■�0o®s�as�s�3voos�o©�+o©©o�sL70i���0 000s�000 s©os©sip©s©s© 0��0©DO DDOs�sG7�.�s 00�.�s47t:�i�..'sv ©s&700�7�0 —r-------�---------i LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONIU.D REAOAN BLVD. LONOWOOD,FL82T50 PH: 407-77443078 FAX: 407-7744078 www.el7doelgnWoup.com AA 0: 0009325 O O 'van:v. de Low ABBOTT PARK LOT #33 BLK. #8 POWERT� HOniae 4EBB "1828—CALI" owiewRta sr►n7r4sa LEFT PARi& LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DA11/25/19 SCALE: 1/4"=1'-0" Ellin"s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #6 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" IT IS THIS ENGINEERS INTENT THAT XFXX - 1TH M/OB INDICATES A DOUBLE BOND BEAM AND XFXX - ITIOMIOB INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 95 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS DEEP. F = FILLED W/ GROUT U = UNFILLED OMIHAL # OF #5'S, IN 2ND BOND IIOTH BEAM COURSE �16-1 T/1 ICl/ B NOMINAL HEIGHT a np > gs Top ,M COURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE-CAST•31/4` a ti WINDOW SILL = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/7=1'-0' TYP. BB BOND BEAM Evcm by— #_E4 1#6 TYP. 8XI6" iv BOND BEAM ,•"; #5 �gg 8xl6 DBL. BOND TOP F BEAM W/ (1) #5 BAR 14 BOND BEAM EACH COURSE 8x8 BOND SEAM TOP OF W/ (1) #5 BAR .•� : BOND BEAM GROUT SOLID FROM ,,7p� LINTEL TO TOP OF BOND OFF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1.2) MASONRY LENGTH OF BAR = WIDTH OF OPENING -T BEAM DESIGNATION OR rT 8x8 PRE -CAST CONCRETE G SCALE: 314"=1'-0' LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS Tn. . PRECAST HEADER(MIN) — 2X4 (MIN 2 X 3)1-3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4" EMBEDMENT 20 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 114') 8- FROM EACH END AND SECURE TO SHEATHING W/ 18, O.C. MAX. MIN 1.1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT '-7/16" 088 SHEATHING —CMU WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0' SINGLE #5 CORNER T BAR, 30x30 TURNED UP OR TURNED DOWN INTO SEEL REINF. OF FILLED CELL BOND. BEAM PRO RATOEACH SIDE #5 BAR STEEL REINF, OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN D7ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX:407-774.4078 wwwAbdmignBToup.aom AA #: 0003325 sunDIV. % LOOT: ABBOTT PARK LOT #33 BLK. #8 PllOJf70T 041 -3 082 WIDDR . 4EBB "1828-CALI" GARAGM DIMMo: LEFT PAGIM DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 110 HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x i 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7I8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOM: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = T-0" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-774.4078 www.abdeaWWoup.com AA M: 0003325 A 4 � IAPROJWT mall. At LOTS BBOTT PARK LOT #33 BLK. #8 04181.00t-33082 moDzu 4EBB "1828-CALL" OAMUU3Z SWU90: LEFT PAOX: FRAMING PLAN 160 MPH EXP. C L AR No 95728 A a - 11/25/19 aCAIX. 1/4"=1'-0" aH6C S3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 024.O/C, SUBMIT SHOP 'ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) # 1175 UPLIFT USP 10d x 1 12" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR TO B-(2) USP HTA78 TRUSS ANCHOR WITH (9) "ROOF/WALL/FLOOR WITH (9)10tl x 1 i/Y NAILS TO NOTE: APT SYP #2 Y z 4', TRUSS AND (4)1/4" z 2 1/4" TRUSS A D (4)114 10d x 1 112" 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 OIC TO FACILITATE ONE AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) USP NOTE: A PT SYP #2 Y x 4", SHOWN) ACCOMMODATE GIRDER HTWM20. INSTALLED ON PRE-ENG TRUSS 8" x 4'-0" MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W WI 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 21/4" ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS (A) USP LUGT2 W/ (5)1/4W POWERS TAPCONS TO CONT CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WEDGE BOLT& (16)16 GALV. NAILS TO POURED LINTEL 2x SECURED W/ (3)180 TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4'x8' WEDGE BOLTS AND 1x2 SECURED W/ 10d TRUSSES 0) 24' O/C, lx2,2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 1Y OIC FOR REVIEW 2x SECURED Wl (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED lx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SCHEDULE SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" WC 6EE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (i STRAP) B 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 & Y APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b TYPICAL ROOF 3 GIRDER CONNECTORS) SCALE:3/4'=1'-O' 2a 2b SCALE: 3/4'=r-a' SCALE:314'-I DV GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BR ACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING LSTA12 20 GAUGE SEAMS) W/ 10dxl2 HOG NAILS 0'-0- TO 30'-0' (1) "X" BRACE 0 EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE ECURE 2z8 PT. PLATE PER ELEVATION Jk (1)'X' BRACE @ CENTER TO BLK W/ 12' DIA. FLOOR (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Y GIRDER 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH �R 10'-O" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX. PER ELEVATION 11. 1x401AGONAL PRE-ENG GABLE TRUSS SEPLATE BLET02" PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12tl's 8" STIFfBACK (AS PER 618" GYPSUM BOARD OR I2' HIGH �{ BRACING,SEE PLAN FOR LOCATION TRUSS ENG) ONT. 2x4 SECURED W/ STRENGTH Cl-G. BOARD U MAY NOT BE (2) 1 Od'4 0) EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) RQi d REQUIRED TO BE INSTALLED 02 16d To 10'-0' O.C. MAX. DOUBLE TOP PLATE LV HTT16 W/ 5'8' A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (20)16d z SEE SCHEDULE FOR 2x4 OR 2x6 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 DBL. TOP PLATE PROVIDE BLOCKING .°. 12" GYP. WL. BD. . 1x4 BTM. CHORD BRACING V-0" O/C END WALL OR OTHER °• • •' !1, •��, r ..�. a. MAX., OR 2x4 BTM. CHORD BRACING 10'-O" O/C MAX SECURED W/ (2)10d COMMON NAILS AT EACH CHORD END TYPE CONDITION, IF DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 6 � PRE-ENG'D TRUSS GIRDER/WOOD POST CONNECTIONS SCALE: 3/4'=1'-0 -: � • 5 a.... ,•.. FLOOR TRUSS CONNECTION Q L.B.W. 4 SCALE:3/4"=1'-O" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE --NOTCH DEPTH I/4'D OLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE I' OLE DIAMETER FOLLOWING < 2/5"0 SGL. STUD OUTER 113 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 HOLE 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 3/5'0 DBL. STUD NOTCHING NOT USED NOT USED ALTERNATE MATERIALS 11 8 AND BORING Y-1 a 9 10 SC,LE,3/4"=1.-U' 1441. N. RONALD REAGANBLVD. LONGWOOD, FL. 32750 PH: 407-7746078 FAX: 407-7744076 wwwabdo*Wngroup.com L AA N: 0003325 all V 0 2 y¢ fad O g atTSDIV. a# LOP ABBOTT PARK LOT #33 BLK. #8 raonwTp 04181.000-33082 MODA d 4EBB 011828—CALM' GAVAOa OWUM: LEFT PAOL': DETAILS 160 MPH EXP. C DA M 11/25/19 sCALUM 1/4"=1'-0" skmc" S3.1A (2) 2X4 No.2 SYP 01AG. BRACE WI (3)12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0- TO 30'-0' (1)'X" BRACE 30'-1" TO 60'-0 (3)'X" BRACE (1)'X' BRACE CENTER (2)'X' BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2K4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 112. 21 WOOD FASCIA SEE ARCHITECTURAL TRUS5 MFG. 2K SECURED W/(3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES (9 24' O/C, 1x2 SECURED W/ 10d I SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 20 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2)12d's 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:34'=1'-0 PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0O.C. (AT SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 2' O.C. NOT SHOWN FOR CLARITY)�.�PRE-ENG'Owoco MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK Wl TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2K8 P.T. PLATE W/ 12d's W O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) l0d's 02 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL D. SCALE: 3/4-70' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7744078 FAX:407-774.4078 www.abdaaWWoup.com AA 0: 0003325 w W C gg ABBOTT PARK LOT #33 BLK #8 PR40JmCT - moaai, 4EBB "1828-CALI" OARAOR 9WINQ: LEFT PAOL: DETAILS 160 MPH EXP. C ARCFNTEOTI BTATE OF R ORDA D49 W AM A ABOIlOHACRA AR NO YWM Dw� 11/25/19 scAix.1/4"=1'-O" aHsar S3.1B q w GIHtf-ENO NP ROOF �i A A` ROOF WIND DESIGN PRESSURES NET (GROSS) AS E ZONE 1 23.79 F F (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT •-0.18 ROOF DW411RAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d 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 N 4- O.C. EDGEWISE 20 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 8d RING SHANK 21/2" 0.120" 170,000 RING 20 RINGS SCREW SHANK PIER INCH) 8d SCREW SHANK 2IQ" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL STOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR USE 1/2' COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM NK PANEL AND 8d RING SHAGUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES O W . Y = = U J 2 2P V O N a• • v m TOP CORD BLOCKING ATV O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. onncER ROOF SHEATHING LAYOUT ZENDWALL BRACING GABLE END PRAMING 8d RING SHANK GUN NAILS 6"O.C. IN FIELD' 8d RING SHANK GUN NAILS G IT O.C. IN FIELD or 8d X 2 1/7 SCREW SHANK PNEUMATIC SCREW -NAILS G 1T 0.OdLJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL TOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3M. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE DOK)981 TO FARTI10RWFATHBR WO w' NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, Bih EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CMW RED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., S WILL BE SOUTHERN PINE NO.2 OR BETTER. FD =1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE 11NDHRPII &AB60NGROIA4X WHERE INDICATED ELASTICITY = 1,400,000 PSI, ALL HOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES ANDSFALEDWITHMJESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON4:TRUCTURAL USES SHALL BERATED TO RETENTION LEVELS OF PCF OF BORATE UM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED 70 BE TYPICAL AND FORM -WORK: FOR THAT SHALL B TREATED F R ANY CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, 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 FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSOR 2017. 61h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPEMDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP#2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al86, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOM TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED T-0" OC EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM AM GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -UPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPMWTCA SCSI 1" ROOF: LIVE LOAD FLOOR LIVE LOAD 40 pot AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-0LATECONNECTED 20 pef TOP CHORD-nonHxXl nl REVIEW' 7YP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #8 BAR - WOOD TRUSSES. 10 pef BTM CHORD non-conalmnl 1S BAR - 30' #7 BAR - 42' 3042' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982 18 psf TOP CHORD 20 psf TOP CHORD IT pet W ASPHALT SHINGLES) (1 PST w W GVDCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED=100 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20PSf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: Soper, BALCONIES (EXTERIOR) AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50peL PASSENGER VEHICLE GARAGES: 50pa1, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pef, STAIRS: 40pef 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 DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATKMJI SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PN, 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 D-1557. TREATALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEERTO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL 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 SLAS-0NGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTBBRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MAX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHAM NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS 9 4ALL BE TIME -STAMPED MEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION $HALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE 15A DRAY IN SUCH THAT A HATCH IS HELD FOR LONGER THAN w MNVIES, THE CONCRETE SMALL NOT BE PLACED, IT SHILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR WALL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY SOSED TO EARTH (FMINDATIONM7 B FOR CONCRETE EXPOSED TO EACH ANYORWEATHER 1-112' FOR 05 AND &MAILER 2-FOR 05 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS 1-12"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIMPS WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONW. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OFTHE LICENSED PROFESSIONAL ENGINEER 'SPECIFICATION MASONRY STRUCTURES' (AG 530/ ASCE 5ITM3 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRIX:NRES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIESM AS CONSTRUCTION SCHEDULE, AND MAY GRANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SUE BLOC( THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE M - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR N-WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, INLES3 ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'USP STRUCTURAL SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS COURSE AGGREGATE, AND SWILL BE PLACED W/ A SLUMP OF 8' 70 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT, LATEST CATALOG, TYPE'M" OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UODERASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" 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. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, STH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 MSI FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SWILL BE ASTMA500, GRADE B, Fy = 46 Mel. STRUCTURAL PIPE SHALL BE ASTM53, GRADE 8, TYPE E OR S, Fy - 35 MI. 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. JEOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AWLIGTION 8D£ TYPE E.- REMAR%S APPLIGMxI SI?F 1 TYPE I BPAGNG REIMPA -PTFURRNGTO C/BE HARDENED DOE GARAGE DOOR WM Ip'DIA. TAPCON NA90W3Y T12"EMBE0., 4"END05T, MARONRYICON. NNLI -LONG. 8 QG TO NASOMYIOONO. NO WASHER FASTENER 8.OF 112'EDGE..T. SGO, K. OR. DOORS G ENAPDENEOCOL 0"OC WNDOWIOOORIFASTENEO GN EDOOR&ICY( 12`D-1 E%PANSIIXJBOLT 21"QC <"EMBED., 1"ENDOLeT., x PT, BEENOTEB NNLI I-ONG. STAGGERED INTO MASONRWCONC. TO NASONRY ONC. wABHER 3 EDGE DIRT WNDOW BUfJ( CABE HARDENED COL e"O,C WNDOWIOpOrL FASI131ED METAL STawro CONTACT THIS ENGINEER FOR SPACING Ix PT, -NOTE. NNLII2•LaNG. STAG... INTOnweornnmNO. MASONRYIcONO. REQUIREMENTS EM.eWNG DOOR pL1� RAPCWf 1COC 112•EMBE0.8•EM NON.- W000 1? E1PAN810N 2P0D 1'fM8E0.1'EIO CK 2x PT. SEf NOIEe ER FASTNER GIST., I- EDGE D6i. WALL ro CONO. WIWABHER BOLT DIBT..G"EDGE DBT. 2x IT W.-. SEE O.12B'PAFx2 TM S'OD 4- END. 0I8T, I1? IT TO STEEL COL., W/WAS•1ER STAOGFAEO EDGE GIST. NOTES 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NDA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR SUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WIN DOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 19 Mrs 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774'A078 www.ebd6sWigloup.00m AA A: 0003325 . as r$ y8 q Q A b 1 swan►. Ak LoTt ABBOTT PARK LOT #33 BLK. #S PAOZWT 4_ 0 MODRU 4EBB "1828-CALL" aAltAlos SWUMI: LEFT PALM: DETAILS 160 MPH EXP. C IW bP4 -,?-,-)17 bo r