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HomeMy WebLinkAbout7943 Sail Clover Ln99 1828-4EBB-CA-L-1991 ALL WORK SHALL COMPLY WITH PREVAILI CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOM ES_ REVIEW DATE_ CITY OF ZEPHYR I S PLAN EXAMINER 12602 TELECOM E>RIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . BUUMG COUL ARV. ABOVE LAV. LAVATORY DATE DESCRIPTION = == (=7) -AM LOCAL AM SLATE (b= A/C ADJ. ALT. AIR CONDITIONING ADJUSTABLE ALTERNATE LUM. M.C. MFA LUMINOUS MEDICINE CABINET MANUFACTURER COS O8tk17 ARCHITECTURAL SHEET # DESCRIPTION 2� F('�. Ii+DATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - R&9IDENTWA GROUP R3 •CONSTRUCTION TYPE — VB AMP. BD. CL CAB. AMPERAGE BOARD CENTERLINE CABINET MIN. M.T. MTD. MTL. MINIMUM ANAL THRESHOLD MOUNTED METAL PG Cl—COVER SHEET PG GN— GENERAL NOTES OUI6A8 CDSRE-IS&lED Bi01A8 SONG ELEVanaNs ADDED TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 ' ° TOR FINISfI -CLASS B • BASIC WIND SPEED — Vult=160 MPH Vasa=124 MPH •EIIPOSURE — C •I -CRY RESIDENCE CLG. CLR. CONC. CPT. C.T. D. DEL. D.G. CEILINGRN.T.S. CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED O.C. PL P.B. PH. PLT. PLYWD. PR ONCENTNOT TO R ON CENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN 03/tb/m ODW RE 04/" FOOTWj REVOM PER M. W E$ 06121M CD`S RE-�D VM" ADDED gRFBASSFOWERAT"RAGE DETAIL (FOWMYERS) Cl0 M PLAN MAKWUNCE •2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL DIA. DAME ER P.T. PRESSURE TREATED PG Ml—MECHANICAL PLAN AND STATE CODES DIM. DISP. DP. DR. D.S. DTL. D.W. EA. ELEV. EQ. EXH. F.G/FX. F.G. FIN. FLR. FLUOR. FR. R GA. GAR. DISP. G.P.I. OL. GYP. BD. H.B. H.C. Frog. BUT. ORITT INr. INT. DIMENSION DISPOSAL DEEP DOOM DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQDAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT Few R GAUGE GARBAGE DISPOSAL GTERRUTER CIRCUIT INTERRUPTER GLASS GYPSUM BOARD ROSEOTHERWISE HOLLOWLLOW CORE HEADER HEIGHT INSULATION INTERIOR A RAD. RA.G. REF. RM. R-0. S.C. S.D. S.H. SHT. SHTHG. SHWR SIM. SL. STD. ST . SWS TEMP THx. T.O.C. T.O.P. TAP. TYP. U.N.O. V.P. W. W/ WD. W/H RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER LAR SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED VAPOR PROOF WASHER WITH WOOD WINDOW PG D1-DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL PG WAi—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 8308AS I REv1SW LNTEL SIZE AT FRCTB ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD. FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 8404AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL SATSON OMELBJ SQ.FT. CALC.�S 0104A9 REVISED HVAC VOUI'ES CN 507 CALL SCHEDULE (MZJ 06AM ADDED VnEMCR MONO DEEP FOOTER' DETAIL Mr" (OIL) LtVM 1828 15a FT. GARAGE 43® gp. FT BOW� �' ` Fr.EXT. LA"w Sat FT . TarAL 2362 SQ FT. 06,2M ADDED LED LXiHTB • KITCiEN : OATH PER MARK ROUES BV18J13 ADDED STONE OPTION ELEVATION C t D (TAMPA) O MI8 ELEVATION rs' SONG -ADDED LOUVER a GABLE ROOF m/25)g ADDED OPT. V-V CEILN(1 FE&IRS ®U0m REPLACE USP COINECTORB WITH SRM M CONECTOR$ 84/0100 REVISE ENUVB� RADON �� ° 04/0908 OPT• W-D• CLG. HOW.- ADDED LED LIGHT N FOYER 04/MW OPT 8'-®' CLG. H6T. ELEVATION V- REVISED HEIGHT OF ARCI"Y �/mb/1m ADDED ELEVATONs •L' "'(Oft) STRUCTURAL SHEET # DESCRIPTION 06/04Q8 ADDED ELEVATIONS TYG'-TTFI'-1M8'(ORL) PG Sl-FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2-DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. w� WROUG THTIIRON PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.1A—DETAILS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.lA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B—DETAILS CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF ,a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 144i N. RONALD REAGAN SI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA#: 0003325 q Z q 0 6 0 aUDDIV. at LOT: ABBOTT PARK LOT #12 BLK #7 PROJECT# 04181.000-12071 MODEL: 4EBB "1828-CALL" GARAGE 811>aiG: LEFT PAGE: COVER SHEET 160 MPH EXP. C IPRINT 06/09/20 DATE: SCAL c:1/4"=1'-0" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDTIION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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 R301.2.1.2. WM WOnc 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. 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 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. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 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 ARCHITECTIENGNEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND 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 R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.52. 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 MM) SHEET STEEL T MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN WINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN 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. 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'- O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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 i. 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. 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 SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUkum 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 P2603.2. EXTERIOR WALL CDYEAAKO 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNISM 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 & ASTML1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FOE RESISTANT 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA N: 0003325 k Y L a iS "J SY SU33DIV. T PI ABBOTT PARK LOT #12 BLK #7 Pdo LOROJECT* 04181.000-12071 MODEL 4EBB "1828-CALI" GARAGE 81IINO: LEFT 1 PAOE: GENERAL NOTES 160 MPH EXP. C MV-al 9 0l9 o o 1 q olla o'I�EE��IIL �m o or to . �® o i ATTIC I +_�a„�a■•i EkXLARD AS REaLE PER BLD& L 0GARAGE \ m 1 I FOYER o o � c .., am o■ t an o 1 oISUSSI:oi ECiRESS 01111111110 olulio - .l_ MEN INEINUMN FLOOR PLAN SCALE: 1/4' • P-0' SQ.FT. CAM'S LIVING 1828 SQ. FT. C.WIA E 430 SR FT. BURY 16 SR F7. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. OOIPOLBS AS) C/ILiOO �D L;DAOB � ww LaaaelalE lon a aeoolo ales � m S IMMID" IBMn® MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR SUNG' IB 5 33/-43 DR. MIN. CRITERIA SlGD. MIN. 41 5 31/-39 CRITERIA *010 O.W.D. 117 1 5 28.2/-318 BASIC WIND SPEED MPH - 160 (Volt) 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. 111101.0XIO L DBL. TOP PLATE 9 m BAR DETAIL A SCALE:IR'"1'-0' NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICpNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LE88 THAN 1 3/8' (35 MM) THICK OR 20-MINITE FIRE -RATED DOORS. i44i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.aLWeslgng-up.com L AA W: 0003325 z 0 SUHDIV. S. LOT ABBOTT PARK LOT #12 BLK #7 PROJECT* 04181.000-12071 MODEL• 4EBB "1828-CAU" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C AA NO DARE. 06/09/20 SCAI.T.1 1/4"=1'-O" SHEET Al ot _ ICI ICI ICI i�i ' �I�I ICI ill I�I� o 8'-0' BRG. NGT. 0'-0' FIN. FLR, FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHWA AS PER F®CR R103A OFF RIDGE VENT I�b SHINGLE ROOF OFF RIDGE VENT AREAOFATTIC 2364 S0. FT. NET FREEVENTILATION AREA REQUIRED 1/300 REQUIREDVENTIIATION AREA = 2364/300 = 7.86 VENTILATION AREA SQ. INCHES PER FT. 4144) = 1134,72SO.IN. MIN. REQLRREDVENTILATION = .5% 1134.72 IN UPPER PORDONOFATRC - 567.36SQ.IN. OFF RIDGE VENTILATION AREA 11550, IN. PFR VENT 567.36 /115 TOTALS OFVENTS REQUIRED = 49M7 TOTALSOFVENTSPROVIDED - 5- •AREA OF ATTIC R TIIEPERIMITEROF THE HOUSE, LESSTHE OVERHANG EXTEAIOROF WALLTO FJ(TEI60ROF WAU, NO OVERHANGS INCLUDE 8'-0' BRG. W.T. W-0' BRG. W.T.o8'-0' EM3. HGT. rPON DECO ' F DECORATIVE SHUki EH TTERS OR 4B I I I B EQUIVALENT Tyr. 4' RAISED I I 0'-0*FIPL FLR I I ----_---_------'-------_ - 0'-0' FIN. FLR REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT io .D -------------------------- — ------_--------------0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . V-O' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT 8'-0' ERG. HGT. F-1 t0 c0 .9 �4 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FNISH 4' 1'-0- 4' f 1 h Aol- f DECO. DTL. 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USOVE SOFFIT • OVBWNANfv F COPIBNATION SERVICE be AM DISCOMECT BWTd APO GM40 M ELECTRIC r'ETEIS N 1 FOAM NEMA 3R BJCLRMLO OBE FYEL MCB TELlF'UG E MWICE CABLC TELEVISION INIRYCE y SERVICE Bi1RI4CE EQUIPMENT SQUIRT NT NRRST'STEM BOPDN3 TEP004AL AT LOW VOLTAGE CON ECTIOIM 1 44 CU SERVICE ORO{SO CONEOTED TO C.ONCIETE ENCASED FOOTER STEEL PER ELEC71tlCAL PROVISIONS OF TWO FISM &W EDITION (Mm2 SUS" CIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7744W78 FAX- 407-7744078 wwwabdoWgngroup.com AA M: 0003326 0. h i i a g SUIBDM Sag LOT: ABBOTT PARK LOT #12 BLK #7 PROdECTp 04181.000-12071 MODEL- 4EBB "1828-CALL" GARAGE 8NIN0: LEFT PAGE: ELECTRICAL PLAN 160 MPH 0. C ■ PLUMBING PLAN SCALE: 1/4 . V-0' 2A 2' VTR \f-I IR' IC ` v2. I LAV � 2• I I 2 sHWR IJ In. 2 WASHER (I J , KITCHEN SINK W/ 2' V AUTO VENT�na I " I o�TUB PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-774.6076 FAX- 407-7744078 www.abdosigngroup.com L AAf:0003325 Y Lds F r ~ O 6 mill F g y fluumv. do LOT. ABBOTT PARK LOT #12 BLK #7 PltOJECT# 04181.000-12071 xoDBL: 4EBB "1828-CALI" GARAGE SIFMO: LEFT PAGE: PLUMBING PLAN %J60 MPH W. C as NO PRINT 06/09/20 DATE SCALE: 1/4"=1'—O" BBEET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL 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 LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB • MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL Of CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 814ALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) 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 SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPERS LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFs RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC AIR SUPPL AIR HANDLE'. EVAP.TRA SCORIATED NICKEL BRONZE FL. PL. INSIDE CAULK NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL T yL3/47VC ETURN ON AND LIQUID yIGERANT LINES y IOR WALL y CONDENSATE DRAIN LINE LEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO RETURNCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301".4 HVAC DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 960" SERIES NICKEL BRA88 TOP P.V.0 OPTI/SPEC nFLOOR SLAB CLEAN -OUT (TYP. U NTFa LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/6'X2' TAP8ON9 UNIT SIMPSON WB ROLL STRAP OR EQUAL 4,�� �� SECURE STRAP TO UNIT W/ (2) -*XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE COUNTERBUN K CA. PLUG FIN. GRADE OR PAVING SEE SPEC. r-8'xa' CONC. FITTING OR EXTENSION TO SOIL OR WASTE A6 REQUIRED OEXT. GROUND CLEAN -OUT (TYPN ■ NOTE: ALL MECHANICAL EQUIPMENT 914ALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE, 114 . 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 w .abdesigngroupxom AA A: 0003325 - y cc i g gig J yy h 6 aysaty. Nle LAT. ABBOTT PARK LOT #12 BLK #7 PROJECT# 04181.000-12071 MODEL 4EBB "1828—CALI" GARAGE 81IWO: LEFT PACT - MECHANICAL PLAN 160 MPH EXP. C °v. a D 06/09/20 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PRE-FAS TRJ88 14' CLG. BOARD W' DRYWALL —,_ T%ti SECURE BIT. — PLATE TO SLAB LLV IOd MASONRY NAIL • 32' OL. MAX FIN. RR 2X4 WOOD STUDS 024' or. T 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a)TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON J' OS$. SHEATHNG OR } CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE — 2x FASCIA PER I YR iYP. ELEVATIONS OH. VENTED SOFFIT f 1/2' THICK, 2 COAT PORiLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 3/8' GYPSUM EI OR I/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (0- e5 (2) COURSE O NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM 21 SCALE:3/4'.I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J NSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O,C. w cm 1/2' GYP. LLL. BD. - WOOD BASE — 0'-0' FIN. FLRj— — < ,a �W/ WINDOW OPENINGWINDOW OPENING FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON J' OS.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY B TYP. WALL SECTION NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF (1)1-STORY HIP BLOCK WALL QOLAY ERIUNF £RLAAYTMINENNTT SYSTEM D1 SCALE: 3/4'.I'-m' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 Acom �i t Pw atiae roxe.e LeE av n• em n. sa wco e.ee 2B GAS LINE THRU BLOCK euv. n•.r.� FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R3051J ON il' OSB. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0. TYP. MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V/' TISIX 7 COAT - PORILMC CEMWT ORlCTLY TO m4sawr PIeo0wr aTw�cTuw. role L6 PS. eD ATrAC1W TOFU CKL AO PEIe MPR7✓AL Ma WALANr t I yorlm' , m_ G s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' —2X4 SPP 24' O.C. MAX. — SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIG4 PER STRUCTURAL DETAILS PRE-ENG WD. TRIM CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLRd4 __ . L::�. ,a n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MAMPACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS BHINGL.ES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwSJJ ON l' OSB. 8114EATHNG OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE Tom' MTL. DRIP EDGE oH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS \__WEEP SCREED �1-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY f_n71 0'-0' FIN_ FLR B TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' i"I N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 116 AA *-. 0003325 y 9� lilldI C I Lj I iA us '0 SUBDIV. Ae LOT ABBOTT PARK LOT #12 BLK #7 PROJECT/ 04181.000-12071 1[ODEL 4EBB "1828-CAU" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C IQ8 2X& PT. - CENTER OF DOOR MEADER EECUPED SV (1) LIr X S• J-DOLT W/ W MK EMBEDMENT MV 2' X 2' X m' UASWER N NUT OR W/ (2) 1/2' X S' ANCNOR DOLTS SV 2' X 2• X VS' WASWT t Nllf e EN SEGUE 2X4 ON PLAT TO SEA ® W MASONRY NAIL& 2XS GAMA92E DOORDOOm DWGC SEQII�ED UV (5) VY X VJ-DOLT OR ANCMOR ® BOLTS, UV 4' MK EMBEDMENT, IW 2' 18 X 2' X VS' SIASME R a Nlt. (U "THN S' OP TOP, (V WTW N S' OP THE DTM, 0) EVENLY SPACED. IN ® 1E 0 NOTES: ALL ANCHORS SMALL DE N ACCORDANCE TO M AMPACTURE" NSTALLATICN NSTRVCTIONS, WIERE e lMTaIIGTI - - A - GARAGE DOOR BUCK ATTACHMENT .�.� a.. 2X4= SECURE TO BLOCK W/ W,' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) 8' CMAI WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X I' DRYIUALL �rlx4 18' OG. MAX SPACING. MUST BE ON OUTSIDE t I'X4. OR 17Q' P.T. NAILER 2X6t>m SECURED THROLkW4 P.T. OR % X4' MIN. SECURE TO BLOCK W/J-%' NON-STRUCTURAL- i4' SECURE THRU FRAME 4 TAPC0NO TAPCON MRL1Y4 EXTEND 1-Y4* INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ %' TAPCONS MIN. HEAD SIZE 300 B' cm (MIN. SHANK SIZE J45 MIN. EMBEDMENT I Y4) DRYWALL MIN. HEAD SIZE 300 WITHIN 8' OF EACH END t MIN. EMBEDMENT I Yi B' OG. MAX SPACING. 'X4. OR I'X2' P.T. NAILER WITHIN 8. OF EACH END t 2X8,® ❑ IBM O.C. MAX SPACING SECURE TO BLOCK WR-)V 7(r' OJ5J5. X 4' MIK DOOR CASIK3 TAPC0W (MIN. SHANK SIZE J45 DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD 812E 300 EMBEDMENT I YE DOOR JAMB OR WINDOW ATTACH TO 2X PER WIT WITHIN 8' EACH END t ATTACH TO 2X PER MANUFACTURES DETAILS. B' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 �1fDN E TO BLACK +3/4 OR +5/4 SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ Vo' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ys') WITHIN 8' OF EACH END t 10' O.G. MAX SPACM 2X6:m SECURE TO BLQrK W/2-V*' TAPCONS(MIN. E"ANC SIZE J45 MIN. HEAD 81Z05bV MIN. EMBEDMENT IY4) WITHIN 8' OF EACH END t 8' CMIBM O.C. MAX SPACING. DRYWALL DRYWALL 2X8:m Q I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK WW2- �TTACA4 CASING ONS TAPC (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1149 TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. 18' OZ. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.•) DOOR JAMB TO BLOCK +1-I 2' 11DMW TO BLACK +1-1 2' " SCALE: N.T.S. NOTE: 5141M AS NEEDED TO PLUN5 JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-15//IB" UBJDOW TO BLACK +1-15/18" " SCALE: NSA 2X4:m SECURE TO BLOCK W/o• TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8. OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Vo' TAPCONS TAPCON MIK I-Y4 (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi)JJIMANUF 8' CMU WITHIN 8' OF EACH END • DRYWALL IBM O.G. MAX SPACING.X4' 2X8tm OR PX2' P.T. NAILER TO BLOCK W/2-TAPC0NS CASINGSECURE (MIK SHANK SIZE .145MIK HEAD SIZE 300DOOR JAMB OR WINDOW MIK EMBEDMENT I Yi)ATTACH TO 2X PER WITHIN 8. O° EACH ENDMANUFACTURES DETAILS. IS.O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1�4' RDJDOR TO HLACK +2 1/4' SCALE: KTMS. 2X4s SECURE TO BLOCK W/ i4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 Y4): WITHIN 8' OF EACH END < STRUCTURAL 2X IBM MAX SPACING. MUUST BE ON OUTSIDE t 2X6= SECURED TWpjCUCTW SECURE TO BLOCK W/2-y.'NON-STRUCTURA1- 9 TAPCON MIN. I Yi MIIML SH (MIR SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . cm MK EMBEDMENT 1 V) ' DRYWALL WITHIN V OF EACH END t OR VX2' P.T. NAILER 18' Or- MAX SPACING. ❑ 2X8tw r4* SECURE TO BLOCK LLV2- (,' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE _SW Y4 MK EMBEDMENT I ) DOOR JAMB OR WINDOW WITHIN B' OF EACH END t ATTACH TO 2X PER 18' OG. MAX SPACING. MANUFACTURES DETAILS. NOIi WI Y ImDp b PWf Y1f• (DO119I �tO #') DOOR JAMB TO BLACK +3' E TO BLOCK+ • E: N.T.B. 2X4m SECURE TO BLOCK W/ )W TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN 8. OF EACH END t NOTE: STRUCTURAL. 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6am SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 'V TAPGONS(MIN. SHANK SIZE TAPCCN MIN. l Yi .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) V cm WITHIN 8' OF EACH END t )f• DRYWALL lb'Oa MAX SPACING. 2X8x>o PX4' OR IW' P.T. NAILER ❑ SECURE TO BLOCK 024W ND 2X SECURE TO TAPCONB(MM. SHANK 812E STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8. OF EACH MM. HEAD 812E 300 END t V TO 0' Ord. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN S' OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACFI TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLU15 JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3' i1 110JDOW TO BLACK +3' SCALE: T.S. 2X4= SECURE TO BLOCK IWY4 TAPCONS(MM. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE t 18' O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL.' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONWMK SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 • cmMIN. EMBEDMENT I V)• DR7WI4LL WITHIN B' OF EACH END t 18' = MAX SPACING. 'X4' OR 17Q' P.T. NAILER 2XBem a SECURE TO BLOCK WA-1/4' Y.• 0". X 4' MIN. TAPCONS (MIN. SHANK SIZE ,14E DOOR CASING MIN. HEAD 812E 300 MIN. EMBEDMENT IY4) DOOR JAMB OR WINDOW WITHIN VOF EACH END t ATTACH TO 2X PER I8' O.C. MAX SPACING. MANUFACTURES DETAILS. NOI6 MM M:mOC b PW'� bMf• fO0•g1 �®i') DOOR JAMB TO BLACK +3-7/38' ir:\ T DMW TO BLACK +3-7/I9' " SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4 TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' EACH END • NOTE, STRUCTURAL 2X IBM O:C. MAX SPACMCs. MUST BE ON OUTSIDE t SECURED THROWN SBLOGC IW/I-V4' SECURE TO ECA NON-STRUCTURAL V TAPCONS TAPCCN MIN. I -A. (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) B' CM WITHIN 8' OF EACH END t )¢ DRYWALL IBM O.C. MAX SPACING. ❑ PX4' OR I•X2' P.T. NAILER 2X8tw SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONB C•�� (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 10' Or- MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4' RDMW TO BLOC + 3/4 " H SCALE: KT.S. IS N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeWgngroupcom AA N: 0003325 q r 4 4 R g fA BBOTT PARK LOT #12 BLK #7 ROJECT* 04181.000-12071 MODEL. 4EBB "1828-CALI" GARAGE ,!TILING: LEFT PAOLI DETAILS %160 MPH EXP. C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/32/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 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 S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 20/13/2020 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 2027 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM S W W W.FLORIDABUILDING.ORG CONTROL DATE:06/01/2020 144i N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 wwwabdesigngroupoom L AA #: 0003325 h � yb F � a v 0 b o Go is sulwiv. Ae LOT. ABBOTT PARK LOT #12 BLK #7 PROJECT/ 04181.000- 2071 ][ODEL: 4EBB "1828-CALI" GARAGE 8WDTG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C A. AI NO D OB/09/20 SCALE: 1/4"=l'-0" B*Mcw D3 PREFORMED CONTROL JOINT PLANGE OF CONTROL JOINTS BE WRIRED TIED TO LATH • s' OG. MAX (VERTU. NOM, DO NOT PASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES WV W LOG SSECURE�CONTIWLUSED JOIVTO TEMP. DURING INSTALLATION —� FASTS M TO BE SPACED--� • T' OG. MAX VERTIC Y / LATH SHALL T E CONTN1dl8 NO JOINTSf1 J01TS BUT BE sTOPPED TIED AT EACH ODE. PROVIDE 2X4 BLOCKING PER .ASTM CID63lUIPJA PLACED RAT MAX W TO S' Ham. FROM CONTROL JONT WIEN \ CONTROL JOINT FALLS ON LL FASTENERS, FOR LATH TO ENE NAILS Olt- i STRUCTURAL STUD STAPLES N COMPLIANCE WV ASTM C1063 2. WIRE TES TO BE (HO. 10) 0D415' WIRE 3. BLOCKING SHOM MAY I E N ADDITIC \ TO WALL 6TUD6 REQUIRED PER PLAN / O"M" TYPE CONTROL JOINT \ PLASTER3 COAT CEMENT \ WRD LAYER 4, FORTIFIVIM all LDNS PAPER APPMIDVED METAL LATH PA67ENM 'T' f VERT) or MAX AT SUPPORTS MM LAYER'1• STUCCO WRAP WOOD 6HEATHM mobs OtPQD INWIO.PT.A OISLE M - M.A L CAA[ . PR. S *CLAM. M.0 ® LICLD MWIIO •R.A L CPSAI•R.0 a PULD R. C ONeR R. 6 TaL PL C roucros 90TICH PLAN= Y ICTTCM "AiOE IMTII TIWHT MAL PCLD. QQ dQL cm. APPPP'ROVED BUILDING. WRAP SHALL DE LAPPED A MW~ OF W • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO I E TAPED WITM PORTIE ER SHEATHING TAPE / \ LATH VERTICAL LAP TO BE V 4x4' SELF-ADrERIN MEMBRANE L FLASHING (COMPATWSLE W/ HOUSE 7\ ~ MATERIAL) OVER APPROVED NO" WRAP. - R.ASWM TO EXTEND ONTO PIPE 1. OR LESS PIPE / \ PENETRATION / \ r llet LIP • IETAL tATw / fX X X X X X —1 CUT AND OVERLAP C E SIDE OF METAL LATH I SELF -ADHERING MEMBRANE J FLASWM I STEP 01 RLAYER L �� 3 COAT CEMCEMENTFD STUCCO WRAP I r• l.11 PARR LAP eetw • / METAL LATH Ulm LAYER -2, FDRTPIDER / I om LAYM -2. FORT"m BUILDING. PAPER BUILDIG PAPER um LAYER L WRAP INSTALL FASTENERS, (CLIPS, WOOD s/EATHNG STRAPS, STAPLES) AS RE(iARED TO SECURE ' PIPE/ WIRE TO FRAMM 2 BCALE�I ® KICKOUT DETAIL 3 COAT CQ7BtT DRPAMaA V)' 2 C"T ,mum faw ER a. PQRr1w" PAPER (PIMPS wan ER L AwiFFiam wan a CP WIIWDM: ~ Mi P-441. *TCP o 11P ASDNE wan -pm" CR wY WxrIWCR \ I w INLU. IL -AIM 1fA71C•wR M A &* mm wrAv — will Tom MAL fewom i efLDle DD NDr OR) tlQa.Ir7Au lea(an WN6 N-AT lonoM a wTDP . uw.L .Wl..crtl:w r rTr twtN L.eP, x• rriD ALL LM z1v III W.1 m�. s Ngm SIDE LAPS OF METAL PLASTER BASES SHALL BE SEARED TO THEY SMALL BE TED BETIUM SUPPORTS WITH DA7415-1k. (ul-MM) WIRE AT INTERVALS NOT MIORE THAN S' l221—MMA AS PER A67M CIO63 T,.L FOR REPAIR OF TEARS N I RES LAYERS. TEARS MAY BE PATCHED W INQUOR WRAP TAPE PER MANF. sPEC. OR PEEL l STICK SMEATHNG PAPER sTUC.CO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CM WRB LAYER 01, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNJA .L SCREED Z 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING Z (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. N.T.S. 4• LIN 6'x6' SELF-ADNER145 MEMBRANE PLASNNCe (COM'PATOLE WV HOUSE WRM HATER IAL) OVER 4Sc4' SELF -ADHERING M RIBRANE PLASHING OVER APPROVED HOUSE ~. =- To ExteD artro PMPE ��p 1 CUT AND OVERLAP ONE ODE OF STEP 02 FLASHRIIG W M LAYER L Alm LAYER 4, PORTIISER MULDN6 PAPER METAL LATH b%*' SW-ADREOMIC. M®'LRAW PLASHNG OVER APPROVED HOUSE WRAP. FLASH m TO IXTB.D ONTO PIPE 4'AW SELF-ADHERWJG MBbRAAE R.ABFWG OVER APPROVED HOUSE WRAP. FLASNWJC. ro EXi1Nro ONTO PIPE CONT. BEAD OF SEALANT AIR ELASTOMERIC COATING OVER 6TUC= C.V. FNISH (SEH TYP WALL SECTIOW SECTION PER SECTION R71AT Fed troll AndoWWkn WIWI c use of th U. E cement Pm•f shell oomplT voI the C 926-an repulrernents of ASTM C 926-72A fnstellWWon of eabam lal ing and Gemeg shell oongf WRh ASTM C 1063-12A. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-84-7-m9, MIN. 2.5 L55- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdeslgngroup.com AA #: 0003325 b R g a � r pQ Opp C `Q h 'A J x 00 _j stmDIV Ae LOT ABBOTT PARK LOT #12 BLK #7 PROJECT# 04181.000-12071 UODEL& 4EBB "1828-CALI" GARAGE S'WMG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C BACKER ROD BACKER ROD INSTALL 6' SELF-ADVERWG MEMIBRANE FLASNWG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SPCAJENCC OF FLASHING TO BE, L BOTTOM. 2. SIDES, 3_ TOP VENT CAP 18 TO BE GET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IG TO BE TOOLED SO A8 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 ON ALL SIDES,Y4 CAULKING • JOINT ALL AROUND PER SECTION R703.7 Ex%ft leftna and n188Ee ky 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. WRB LAYER N, STUCCO WRAP HOODED VENT C.. THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATNING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84.1-OS, MIN. 2.5 LBS. PER SQ. 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 • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASM PIPE tFEa000F1 / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECS.) BUILDING PAPER — LNDER 'QUICK RASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I �-ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT IT T7 THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUNRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO Flu EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH .1w TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER - T' OJC. MAX 6' CMII 36' Tog, MID -WALL wt_Er acREEo — p rz .a" 6' WIDE STRIP SELF ADIEBWE FLASHING, CLEAN MASONRY BEFORE APPLYING ?:t; `TEXTURED FINISH • MASONRY r7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER N, STUCCO WRAP CUT 'X' INTO SELF -ADHERING j MEMBRANE FLASHNG APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEP #2 WRB LAYER h, STUCCO WRAP APPLY 60 MIN SE GRADE 'D' FELT MEMBRANEFLASHING. FLASHING OVER SELF-ADHERNG FLASHING OVER APROVED WOUSEWRAP WRB LAYER 02, FORTIFIBER BUILOM PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 15 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN 8LVD. LONGWOOD, FL 32750 PH: 407-7746W78 FAX, 407-774-4078 www.abdesigngioup.com AA M. 0003325 M q rr pppn O Ip a SUBDIV. AC LOT ABBOTT PARK LOT #12 BLK #7 PROJMCT# 04181.000-12071 xoDErr 4EBB "1828-CALI" GARAGE l9wir7ci: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C FiOLNO A ABOI 0101411M L AR NO W723 I j DATE 06/09/20 SCALE: 1/4"=1'-0" SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - z --'k CORNER BEAD (FASTENER 4 SPACIN-a tV l' O.G.) iv CMu TPIM 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwzbdesigngroup.eom L AA#: 0003325 J R Y w�mm� 0 y BUDDIV. 4 I.01b ABBOTT PARK LOT #12 BLK #7 PROJECT* 04181.000-12071 bWDEI. 4EBB "1828-CALI" GARAGE B11IMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER fl, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD a BEYOND WEARER RE>l�eTIVE SARwER LLE�ATIERRRE518T1VE / \ x T YR a� mDab 6. aGEE F--AD1 ERRrs W. R.A61UW6ADHERPY.s L aU UFATHER RENSTIVE STARTER STRIP pARItlE1Q RE8IETNE OR R NS \ GALVV METAL ALVV ETW. ' T FLA6MMG on IW�6 ATE R ` x 61 SIMULATEDTRFI MEmom GAP aw"LLKNO OR APPRr7SEALANT CASM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX 407-7744078 wwwAbdesigngroup.com AA 8: 0003326 O 5 C q is 8VHDiv. to x ABBOTT PARK LOT #12 BLK #7 04181.000-12071 MODEM. 4EBB "1828—CALI° GARAGE S'WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C - - - - 2x& SUB-BANt> x4' NOTCH a r-- .- — - - -- - END, WRAPPED IN \, PEEL 4 STICK DRIP EDGE P ~ -_ _ _____— --------- -, -1/8' TEXTURED i �4 el II FINISH a WOOD I I, I i/Sa 1/2' TEXTURED FINISH a CMU d \ a/ METAL FASCIA \ ` WRAP Yd' FROM \ '' ' / STUCCO, 1' FROM WOOD WALL --------------- - �r V i —EXTERIOR / + WALL (FRAME OR CMU) \� \� NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY lB' TENURED FINISH * WOOD, V2' TEXTURED PNISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR cru x x x x x x l WIPES LAYER $1, I STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRS LAYER -2, FORTIFIBER x x x x x x x x x x x x x ." BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x. FRAME OR CMU 2X6 SUB BAND � �� CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©�� �� ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY =rROOF DECK (BEYOND) �J� ANOT DRIP EDGE, I' OFF WALL INTO STUCCO) 11/8' TEXTURED FINISH a �\\�\ /WOOD, 1/2' TEXTURED FINISH a CMU / 2xb SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL CP WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT 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/10 W' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD tANGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA !: 0003326 W i J id BVHDIV. de LoT: ABBOTT PARK LOT #12 BLK #7 PROJmcT# 04181.000-12071 MOD19- 4EBB "1828—CAU GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C D � 06/09/20 8CA1Jb 1/4"=1'-0" 8HEICT WAS E 3s'-B" 28'-W 3'4" 15'-10" 9'-0" 91-8• X-6" 36'-2" sL°PAB°F \ — 1 — FM-112X12 �--- — — — — FM-12X78 \`, LLI SLAB \ `\` a�I F-24X24� J a LL h-3 1/2 Y 10 \\% EXTEND FM-12X18 1 4" PVC SLAB 1 12" 1. `\` CHASE I• I I \% \I 0 I � TOP OF I • \I \ SLAB \ \ \ `%\ ;\ xi I \\ LLI I% 1, I L---- TE1 I I I 4:5 112 4" 17'-8" 2'-8" 3, " 5 I I I I 4 �o I I ILL iv $ EXTEND 1 2 SLAB 1112" C—O—NC, , $-71/2 2FMC-12X18 %1�_ J FM-12X18 FMC-12X18 _-4"— —.)$LAB�31/2 FM-1-2X18 — 1.1 JII 4 4 .i i. 21" 16'-0' 2'-8" 4'4" 3'-10" 10'-2" 21'4" 14'-0" 39'-8" FOUNDATION PLAN SCALE: 114" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE--V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -V-O*, 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 AINDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #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 = 3(r, #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 2.000 PSF. 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 513, 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'-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, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W I A.W 1.4 OVER GENERAL 1 312" 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. SHORT LONG TEA 8' E LAN - s (+ '-0• FMA2x12 12" CONTINUOUS 12' - (2) 's FM-12x18 12" CONTINUOUS 18" (2)#5's FM-16x18 18" CONTINUOUS 18" -77TIM +o"-0" FMC-1208 12" CONTINUOUS 18" - s #S IN CURB VARIES - 4 24° s 72757 (-�•4• Ii N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com AA #: 0003325 V g gI' ppp ID Omill q 44 W 0 x r� SUHDIV. & LOT ABBOTT PARK LOT #12 BLK #7 PROJECT# 04181.000-12071 MODFJ- 4EBB "1828-CALL" GARAGE BTrMC;: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30' MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED �� a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS p SPACCELL NNG REQUIREMENTSEE PLAN FOR SIZE •. ° yr GARAGE DOOR a m V RECESS O7 W ao � CO �s a w Q 11veTY r FM— W g� O o_ I w 8` O (n 8" CMU WALL o 8" CMU WALL , . CORNER BARS, SAME SIZE AS BAR w --oy Z io - t- 0'-0' I IN FOUNDATION WITH 30" LEG EACH W U , p-0• a WAY AT ALL CHANGES IN DIRECTIONS rn u1 TOP OF SLAB TOP OF SLAB SO THAT THE STEEL CONTINUOUS • '-' U MATCH AMOUNT OF CONTINUOUS BARS CONTINUOUS II >I EXT. PORCH SLAB <° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4"CHAMFER (,STORY) • .' - VA I _. SEE SLAB SCHEDULE TOP OF GARAGE ILL ° I CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE N �;p. MASONRY UNITS SET AT EtEV: WI ill" ISOLATION JOINT (WHERE p • 6" CHAMFER (2-STORY) M3 18" EXT. PORCH SLAB W/ 1l2" ISOLATION 4" CHAMFER (1STORY) I. �� 6" CHAMFER (2STORY) 0'-0" APPLKCABLE) z - SEE SCHEDULE ' JOINT (WHERE `�°-1 • • EE SCHEDULE a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 42 N AND BAR QUANTITY NUMBER OF BARS Cie. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 GARAGE SCALE:314"=1- CORNER BARS DETAIL OPENING (�)R� SCALE: 314"=V-0" SCALE: 314"=1'4" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w p a 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP 2x4 OR 2x6 WOOD BEARING WALL WI SYP No 2 STUDS SEE PROVIDE BLOCKING 2" CAPPED j h NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2-PART SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. W/FLANGE @ BASE d 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 a 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. 16' OC SLAB W/10d MASONRY o Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX' NAIL 16" O/C STAGGERED. SPECIFICATIONS FOR to Q I USE AND BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT SECURE FLANGE TO H PREPARATION OF ANCHORS W/10d x 1 1/2" REQUIRED WHEN NO SLAB W/(4) 1/4" X 2 1/4" C7 HOLE. COMMON NAILS FILL ALL U) U UPLIFT IS PRESENT. TAPCONS W of HOLES, DO NOT USE 10d LLl W J x 3" SLAB SCHEDULE a W SEE SLAB SCHEDULE m O} [SEE 111 .- 0'-P TOP OF SLAB _� .. ; ; TOP OF SLAB `4" CHAMFER (I -STORY) - • - 6"CHAMFER (2-STORY) e. - '�� ..�--° EQ. EQ. SEE SCHEDULE EQ. EQ._---SEE SCHEDULE FOR WxD, BAR SIZE FOR WXD, BAR SIZE �5�BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE: B/4=,-0 MONOLITHIC FOUNDATION -f INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 I SDALE:34"=,'-0 (W/ UPLIFT) $ SCALE:314"=V-0" 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 Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING f WALL W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O L BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/1W MASONRY NAIL W 16" O/C STAGGERED. U ADDITIONAL METAL a CONNECTORS NOT m REQUIRED WHEN 8"CMU WALL UPLIFT IS PRESENT.T. b Z �. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB 'rp.. SEE SLAB SCHEDULE 2X WALL FRAMING • SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 5" .-0'-0' Z Z - • 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 ° • < -- - r FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE i . FOR FOR WxD, BAR SIZE FOR WxD, BAR SIZE BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL AND COL. PAD BLOCK WALL CONNECTION E) SCALE: 314"=1'-X (NO UPLIFT) SE22T!NG SCALE: 314"=1'-0" 11 SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #-. 0003325 1 V .h.. y O a g stmDm ae LOT: ABBOTT PARK LOT #12 BLK #7 PROJMT# 04181.000-12071 MODEL• 4EBB "1828-CAU" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = P-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX-407-7744078 www.abdesigngroup.com L AA #-. 0003325 y ®� R $3 id r a a r 0 M fill! at R .1 StMDIV. to LAT ABBOTT PARK LOT #12 BLK #7 pa0imCT# 04181.000-12071 MODEL. 4EBB "1828-CALM' GARAGE BVfMG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C D =T 06/09/20 BOALS: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR O HORIZONTAL _.AR W/ 1 O" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z iv ;I #5 BARS ❑l g1A.al a 1, 0, � CLEAN OUT REQUIRED Q FOR INSPECTION a TIE ERTICAL REBAR ° . • ° . - TO HORIZONTAL Fe o REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA 7 Z#3 18" GMU UNIT DIMENSIONS > #4 24" ly ARE NOMINAL SIZES m OU #6 30 #6 on MASONRY SYMBOLS 42 #7 42" 3 SCALE: 314"=1'-W HORIZONTAL/VERTICAL REINFORCING � SCALE: 3�" Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS a mW 00 Z 8" CMU WALL TOP OF SLAB ° TOP OF SLAB SEE SLAB SCHEDULE Z w ° EXT. PORCH SLAB BAR SIZE 48 BAR DIA > W! 1!2" is 4" CHAMFER (1STORY) 18„ O JOINT (WHERE 6" CHAMFER (2-STORY) #4 24 APPLICABLE) Z MATCH STEEL #S 24" i REINFORCEMENT 6T PVC CHASE PER SCHEDULE " 6" PVC CHASE THRU FOOTING THRU FOOTING #� q2^ MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3!4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 J � y 6 � 4 C a y 9tMDIN. & IJD1`. ABBOTT PARK LOT #12 BLK #7 PROJECT* 04181.000-12071 1[ODEL• 4EBB "1828-CALI" GARAGE 81FMG: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZMM INDICATES OPENING BELOW 1 T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION PO (psi) 512E WkH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTEDSOLID SAFE GRAVITY LOADS FOR 8• PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH Yr (42') PRECAST 2231 4'r (4B•) PRECAST less 4'4r (64') PRECAST 11i9 Ste• (MI PRECAST 1217 S-10' (709 PRECAST 1082 sr (7n PRECAST 906 Tr (B(r) PRECAST 743 94• (ll2D PRECAST 554 10'4r (12r) PRECAST 475 11'r (139') PRECAST 362 Ir-M (144-) PRECAST 337 me (lei') PRECAST 299 14•r (18n PRECAST 279 14%r (176') PRESTRESSED N.R. 184' (194') PRESTRESSED NR 17-0' W7 PRESTRESSED N.R. 1V�• Mn PRESIIsESSED N.R. 21*-0' PM pREIITRESUSEWD RR 27-0' PM PRESTRESSED NA 2C4r — PRESTRESSED Om00000 OD�OmOm 000voov Om�=mmOm:m ommm00000 oo��omm 0osav�ov 0®00000 �omovo m0000mv m0000Q"_'!Cu�� omsaoomv oomoo��+ 0000©mo oomam�� 00000mo oomoo©o oosaomoo OD�Om00 ®omommo ODm00�0 D��00m0 0�0�.7�mi"J 00�00�� 0mcmmmx0wm�� MEM0OZAN:30ozMEMINEEM WM0®0 000voov 000voov RR - INWF 4T0 1 ON 4M 1 1491 1 12D (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM *SAFE LOAD TABLES BY CASTCRETE WAY 2D15 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE 8' PRECAST & PRESTRESSED U8• PRECAST & LOADS U-RNTELSS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U�SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �A SAF.E1 LOAD �/MA SAFE LOAD - POUNDS PER LINEAR FOOT Yr H27 PRECAST 10251 1024 1 ISMS I Sr (42•) PRECAST 'r4r (41n PRECAST 796 793 13M 4'0 (49l PRECAST r-C @91 PRECAST 502 591 1073 rr (S49 PRECAST Sr Wj PRECAST 411 411 746 6W (649 PRECAST V-10• (TO•) PRECAST 340 339 616 S-10' (79') PRECAST Vr (78') PRECAST 5W 721 400 " (78n PRECAST Tr (W) PRECAST 424 634 363 Tr M PRECAST VW (112') PRECAST 320 612 230 VW (IM PRECAST 1V4r (12r) PRECAST 284 401 190 104r (12r) PRECAST ll'r (13n PRECAST 290 462 154 11-4- (13n PRECAST 1" (14') PRECAST 244 402 137 17r (144-) PRECAST IYr (IWI PRECAST 217 324 110 l3'4' (190') PRECAST IV-V (IWJ PRECAST 2D5 293 100 1rr (18" PRECAST Wr (178) PRESIRE88® N.R. 284 91 1rr (179') PRESTRESS WmC (194D PRECIRESSED N.R 259 93 iSd' (194-) PRESTRESS ir-C Mn PRE8MMED NR 194 64 1T-4 (2M PRESTRESS 7Vr Mn PRESTRESSED N.R. 148 62 1" Mn PREMIES8 2Cr Mr PRESTRESSED RR 125 42 21'r (2M PRESTRESS 77-0' (2041 PFISSIIREM NA 116 40 22'r PHI PT�IF>E8S 24'r Mn PRESTRESSED N.R 91 33 24'0 On PRESTRESS (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY 0114ER8 TO LET OR EXCEED VALUES STATED ABOVE -PROVIDE IOWAN OF BEARING PAST EACH SIDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 L------------m—A-------- m ----- J L--------- I---------J LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1"i N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774AO78 wwwAbdesigngroup.com AA A: 0003326 V V 1 t Q� 6 �L J summ. aLOT ABBOTT PARK LOT #12 BLK #7 PROJECT# 04181.000-12071 MODEL" 4EBB "1828-CALI" GARAGE 311WG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DA 08/09/20 sCALE: 1/4"=1'-0" a*1EET S2 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3l4'=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"XB' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING * 8" OFHEIGHT F\ REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16'5. m SHOULD RSSE OF BOND BEAM IS ISOMETED AND A LINTEL PLACED. THE SM COINCIDE WITH A LINTEL THE OT EL TTOM BOND BEAM COURSE REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. �p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �s. BX16 OBL. BOND TOP OF / Q�E BEAM W/ (1)#5 BAR BOND BEAM •\O B EACH COURSE G 8x8 BOND BEAM TOP OF • �G�� W/ (1) #5 BAR BONO BEAM f F = FILLED W/ GROUT I .�\�•p U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2NO BOND BEAM IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 6— 1 T/ 1 M/ B 8X8 PRECAST CONCRETE NOMINAL —�� LENGTH OFIBAR WIDTH OF MASONRY Q HEIGHT # OF #5'S, TOP $ OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX- 1T/iMroB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRECAST CONCRETE SCALE: 314"=V-0" AND %RO - 1T OMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- 1T/1M/09 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1l4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4- EMBEDMENT - 2 ITAPCON PRE -CAST "3 1� OR DRIVE P (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL 'T 8"MIN EMBEDMENT 1 114 - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114" m EMBEDMENT 2.8 (MIN 2 X 3) 2-3116 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 SHEATHING W/ 18" O.C. MAX. MIN IAA MIN. 2-12d PER BILK. EA. END VCMUWAUL EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAILS SCALE: 1 1n"=1'-0" 5 r SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BONG. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM r SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774b078 FAX: 407-7744078 www.abdeslgngroupcom I, AA #: OD03325 ti Y gg F O aD S SUHDIV. de I.oT ABBOTT PARK LOT #12 BLK #7 PROJECT# 04181.000-12071 HoDEI. 4EBB "1828-CALI" GARAGE SW MG: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 06/09/20 SCALE: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 2 718" LONG, WITH WASHER C 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 W-O , FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16 COMMON NAILS &SECURE TO BM. W/ 15" [5—Is 5SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ, • 1 TRUSS 10d NAILS @ 6 CJ3 a • • • • • e ■ • • • • ■ HN CJS A ATTACH 4'-0" LONG 2x SCAB To S " OC N N N N _ _(4' FROM EA. END)N , 1 I 6 I I I ROOF �asasaaa:z�asaaz=�aa==:>� zva�s sa�aaza�� a�a�ass= � a aaas= a s: x a� aa� a a= a x a aaama x G as MAX mam s sx: a a ass= I I I I 1 1 I I I I I I I �_�_��_� �aa�aaa aa�a aaa�axaa=�x�xaa�a aae mxszz=a�s�x��aaaaacx�x xa�as�=a®sac�z�s�s�v: I I I I I i I ",�a=�a==sa=�a�xax—a I 1 AC ESSII 1 I I I I I I 1 I 1 =a�a I 1 I 1 I I �Al _ _ x�a�a aaaama a:s=a 1A — — — 1A = x aaaae k15 a l a /AA I S FRAMING PLAN SCALE: 1/4" = T-W 1"I N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwabdosigngroup.com AA N: 0003326 A 4 i egg J ,ice h 10 9 aysD:v. a• LOT ABBOTT PARK LOT #12 BILK #7 PROJECT,p 04181.000-12071 MODBs. 4EBB "1828—CALI" GAIiAGM 81WMG: LEFT PAGIM FRAMING PLAN 160 MPH EXP. C DB=A06/09/20 BCALE: 1/4"=V-0" 8*=ET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE OWMOIN 24" OIC, SUBMIT SHOP 'ROOFANALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9)1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HRSM20 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFANALLIFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 T x 4', TRUSS AND (4)114" x 2 1/4' AND ( SHEATHING (12)16d x 1 }" NAILS TO TRUSS (9)10d x 1 J" NAILS TO 6", 8" x N-O" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" OBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO If 1900 UPLIFT (2) SIMPSON (18) 10d x 3 }" NAILS TO GIRDER AND 6", 8" 4'-0" MAY 0E ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS x (2) SIMPSON HETAI6TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3- HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE FA CONNECTOR BLOCK WALL WHO tOd TO ADDITIONAL PLY MAX. TO SIMPSON LGT3SOS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) }" x 5" TITEN HD TO CMU AND (12) SOS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d }" x 2 }"TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B{t) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES @ 24- O/C, lx2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 67ITEN HD TO CMU AND (18) SDS }" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O1 SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT= U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8895 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c C �a"-,-0 TYPICAL ROOF 3 GIRDER CONNECTOR(S) 2a 2b 2c _, GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-T O.C. (AT SHEATHING WI 10dz112 HDG NAILS SEAMS) 0'-0" TO 30'-0" (1) °lC' BRACE EACH END, TOTAL OF 10 30'-1" TO 60'-0 (3) W BRACE SECURE 2x6 PT. PLATE ly (i)'X' BRACE @ CENTER TO BLK W/ DIA. FLOOR (2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T BOLT GIRDER 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET N HIGH OR 10'-0" MAX (W/2X4)) 2x WOOD FASCIA, STRENGTH XY " Kit �Y SEE ARCHITECTURAL MIN. EMBED. APT 32" MAX. PERE EV 10 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX SB' GYPSUM BOARD OR 1/2" HIGH BRACING, SEE PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD o V MAY NOT BE (2)10d's Q EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) >a> iv a F REQUIRED TO BE INSTALLED Q 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE LO HTT4 W/ 518" A.B. WITH BTM. CHORD OF MIN. 7"EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., BOND BEAM REQ. 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 1/2" GYP. WL. BO. " - , "' . tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER . MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF a• • •a" • COMMON NAILS AT EACH SECURED /HORDd DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING PRE-ENG D TRUSS SCALE:3/4'=1'-0" GIRDER/WOOD POST CONNECTIONS V SCALE: 3/4"=1'-0" r,_1FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE �* BQALE:3/4"=V-0" (NO UPLIFT) NOTCH DEPTH I/4'D OLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECTTO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fi AND F2 FORCES. BTM., HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING NOT USED 11 ALTERNATE MATERIALS A AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" NOT USED 1 O SCALE: 3 4"=Y0 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m L AA is 0003325 14 M At 1 �j iD Si C q 44 In Q i StMDM AC LOT: ABBOTT PARK LOT #12 BLK #7 PROJECT# 04181.000-12071 MODEL: 4EBB "1828—CAU" GARAGE BVfMG: LEFT PAGE: DETAILS 160 MPH EXP. C D TE 06/09/20 SCALE: 1/4"=f —0" SHMET S3.1A IF VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE Wl (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE i 1 30-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS 1i hi (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) \ lol PLYWOOD SHEATHING, SEE \� J w 'ROOFIWALUFLOOR \ l.- SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIAr NECTION PER SEE ARCHITECTURALSS MFG. 2x SECUREDW/ (3)16d OOD GALV. COMMON NAILS. 4" O/C, 1x2SECUREDW/10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN12"O/C L SECURED W/(2)12d's@ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION S GABLE END PRE-ENG'D TRUSS L SCALE: N.T.S. W/ HIP RETURN SCALE:34"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE£NGD WOOD O WO SHEATHING SEAMS) (BLOCKING TRUSS (TY TRUSSO.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK - W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2* WASHER SET IN HIGH - STRENGTH EPDXY 6" MIN. EMBED, AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's (A EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4'=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 A V � g�jgj r ID 6 Mill I q Wig SUHDIV. Ae Mo ABBOTT PARK LOT #12 BLK #7 PROJECT* 04181.000-12071 MODEL.: 4EBB "1828-CALI" GARAGE 87IING: LEFT PAGE: DETAILS 160 MPH EXP. C DA 06/09/20 SCALE: 1/4"=1'-0" SHEET S3.1B ROOF WIND DESIGN PRESSURES ZONE 1 = 23.79 PSF (33.7% ZONE 2 = 39.48 PSF (4948) ZONE 3 = 67.16 PSF (77:16) "A'= 4'4Y END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 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 @ 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, 2 112" 0.120" 170,000 R NG SCREW SHANK RINGS PIER NCH) Bd SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX OR 7/1S' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Q 4" O,C. TOP & BOTTOM EDGES Z w � � LL 2 _ U m O U) Q Y ¢ Z z 2 (D � Y 3 Q W a Z� TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS ROOF SHEATHING ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ENT FRAMING Sd RING SHANK GUN NAILS 6" O.C. IN FIELD P. HE THIN A ACHM SHEATHING (. . . TO BE STRUCTURAL GRADE �-• 8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD or 8d X 21/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.jN FIELD J\ TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017. SBI EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHAU CONFORM TO ASTMC33, MAXIMUM AGGREGATE ATE SIZE SHALL BE 3IC. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER MON41EARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARETO BE CHAWERED Mr. ALL WOOD FOR BEAMS. BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 644L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlABSONGROIJD WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED MATH ADHESIVE TAPE. ELASTICITY = 1.400,000 PSL ALL WOOD N CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN X' OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, SN EDITION. SEE NAILING SCHEDULE ON PLANS, WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 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. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 85. 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 Z CHAIRS SPACED T-0° OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI 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 ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVAND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS W. 20 of TOP CHORD rA 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 ONAL DES G S EC SIGNED A FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPW4, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION% AND 'TPVWTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED p -MR'°OnaRe TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" $6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -A 65 BAR 30" R7 BAR 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 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 N ACCORDANCE WITH ANSI A58.14982. 16 pIf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 Psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf 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 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pat WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 OPSf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT. SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20W, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pV, BALCONIES (EXTERIOR) 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 AND DECKS: 40psf, GUARDS AND HANDRAILS: 20OW, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40W, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE SEMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE 1YR = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION! SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 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 FIE -COMPACTED AND RETESTED AT 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: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS. AND 5- STRUCNRAL TERRACE SLAB. CONTRACTOR SHALL SUBRU PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE NIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED T N-PReOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL CONPLY WITH ALL THE REDUREMENTS OF AG 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TILESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED90 MINUTES. IF FOR ANY REASON THERE IS A DELAY N 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 COMRUANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANODRWEATHER 1 17 FOR 05AND SMALLER 2° FOR M AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3fC FOR SLABS, WALLS AND JOISTS 1-UT FOR BEAM AND COLUMN PRIAMRY REINFORCEMENT, TIES, STIRRUPS TYPE'M' OR -S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILLCM 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, 91H EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASH. Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AE00, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTW53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH OOUBLE-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. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER nF4LIGTxxI 9� SPnCWG PEI4ARN.e MRICATgN 9QE TWE SPACING REM/,f 14 PT FURRING TO I,1M140tMYl CCrvO. USE HARDEHEO NL Il LONG. GMnGE DOMBUIX NRYICONC. 1/f OIA NO WASHER TAPCON wSCNRY FnS WR 11/Y'EMBEO. <•ENI OAST.. OGE 06T. 3GD�nL. EJR OOUiS . sEe None CnSE WIDENED COIL euAtl2 LONG. POC sTnGGErEn WMI00'/fxWpiI FASTENED wsorxwmNc. GNUGE COORBUIX Tow rrcoNc. tYf OK WI wnsNm ExPuaaN mLT xr oc �1-1�YEW pST.. �T wStoow eu« cnsE NwmErEPcvIL E++rrLONG. 6T �GaEREG wsnow,noGR1 FnBTENEo --.-To Mns««T1caNc. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EM.SWNGOOIXI BUIXhPT,SEE NOTE6 q))y16'OIA WASHER FnSTNER 18� .e•ENO. EDGE 05T. NON6E NG WOOp WAll iO CONC.9IAB t/t EXPMl410N t6.� PEMBE°.FEND /WxSNER BOLT ..TEOGE dBT. l,I PT WMOOW BVIX 11T PT TOSTEEL COL., SEE 0.'Wl WASHER 9T CGEREO NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAT 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 NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPGONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.eom AA M: 0003325 M01 Z g`QI S r p V C q 3II131DIV. ae LOT'. ABBOTT PARK LOT #12 BLK #7 PROJECT# 04181.000-12071 HODZL' 4EBB "1828-CALI" GARAGE BIWMG: LEFT PAGE: DETAILS 160 MPH EXP. C k