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HomeMy WebLinkAbout7980 Broad Pointe Dr99 91828-4EBB-CAL19 HOMES 12602 TELECOM [:)RIVE, TAMPA, FL 33637 T4s1: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL BUILDING CODE,REVAILING CODES FLORID NATIONAL ELECTRIC CODE, AND THE I OF ZEPHYRHILLS ORDINANCES REVIEW ®PATE ' CITY OFXp,MINER pLAN E • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . BUQ,Dm (,p11>E, mcsmzm 1. SM RDMON (2M7) 1JDCAL �D 9fAi'I CODE3 -�ENTgAiGROUPR.BD. ��+4 TYPE - VB ;10• WERIOR FINLSH - CUM B BASIC MD SPEED - Vult=160 MPH Vasa=124 MPH •EXP03URE - C •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODER ABV. A/C ALT. AM CL CAB. CIR.. CONC. CPT* CD.T. DBL. D.G. DIA. DIM. DISP. DP. DR D.S. DTL. D.W. EA. ELEV EQ. EXH. EXT. F.G F7C. F.G. FIN. FLR. FLUOR. FR DR FIG. GA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. HDR HOT. OR HT INSUL. MT ABOVE AIRCONDITIONING ALDTUSTABLE ERNATE AMPERAGE BOARD CABINE LBJE CABINET CEILING CLEAR CONCRETE CARPET CER�ICTILE DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GIMCRRUPTEER ROUND -FAULT GLASS GYPSUM BOARD HOSE BB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR. MIN. M.T. MTD. MTD. N.T.S. O.C. PL P.E. PH. PLYWD. PR P.T. R. RAD. RAG. REF. RM. R.O. S.C. S.D. S.H. SET. SHTHG. SHWR. SI. SL. sL.GL. STD. sws TEMP. THK. T.O.C. TOS. TYP. U.N.O. V.P. W. W/ WD. WDW. W/H W.I. LAVATORY LUMINOUS MANUP CTURERET MINIMUM METAL THRESHOLD MOUN MOUNTED•CONSTRUCTION NOT TO C ON CEN SCALECLR PROPERTYLINE PUSHBUTTON PHONE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REFRIGER TORILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OFsue TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOH� R WATERINTERPRETATION WROUGHT IRON DESCRIPTION CD'9ISBIED•� ARCHITECTURAL SHEET DESCRIPTION 70(1 FEC UPDATE•OCCUPANCY PG Cl-COVER SHEET PG GN-GENERAL NOTES G Ai- L PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL. ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS rDATIE CPSRE.�D tNDNGELEYATIONSADDED CD'8RE•1881ED 0W FOOTHSRENBGJPERM CIOUES 06RV0 CD'SRE-t8 m 02/" ADDEV#MEG$FOOTERATGARAOEDETAILMORT"M) 02/M/19 PLANMAINTENMCE 03/lM REVISED LWEL SIZE AT FRONT 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 00IAS ADDED ADDITIONAL RECEPTACLE N GARAGE PER ULL 5ATWN (I'ELW I SQ.FT. CALC. S 04R4A9 REVISED WAC VOU&M ON S(FT CALL SCHEDULE (ME AJ 06AtA9 ADDED EXTERIOR MONO DEEP FCOTEW DETAIL Q/SI)A (CM) LIVRIG I#2E SCi RT' GARAGE 430 ECL FT. ENTRY "Ea LANAI EVE 8OL FT. TOTAL 2.362 EOL PT. 06/2LM ADDED LED LWTS s KJTCHEN 1 ISATH PER MARK EWES 01A9/19 ADDED STOPS OPTION ELEVATION C i D (TXVA) E9/IUI9 ELEVATION V SIDING -ADDED LOUVER s GAMLE ROOF 1045111 ADDED OPT. S'-O' CEILW HEIGHTS DIA M REPLACE USP COPNECTORS WTH WI%ON COMECTOR6 04/01/i0 REVISE ENCAVENT RADON PLAN DR'EP6IONB 04iMW OFT. W-0' CL& HGT.- ADDED LED LIGHT N FOYER 04A99R0 OFT V4V CLG. HGT. ELEVATION V- REVISED 14EIGFIT OF ARCNWY STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN r PG S3.lA-DETAILS PG S3.113-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN A.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX- 407-774 4078 www.aDdesigngroup.com AA M 0003325 $t. r aUBDIV ag F.OT: ABBOTT PARK LOT #9 BLK #8 PROJECT# 04181.000-0908 MODEU 4EBB "1828-CALI" GARAGE BWWG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. NM Wows 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, OWSTTE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 1318INCHES 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 R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' 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 YiINCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 COVERINGS 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 FNSBHES I. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, ill' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 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. FIRE RESISTANr 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 GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRICTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. SUN 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7144078 www.abdosigngroup.com L AA N: 0003325 401 Am O S ! OUDDIV. & L0 04181.00071 ABBOTT PARK LOT #9 BLK #8 PROJEW -09081 MODEr1 4EBB "1828-CALL" GARAGE EWMG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 8CALE: 1/4.-=1'-O" 1 GN - I o;io o olttttfo o,IttttLitloilttlYttttt'o o'ttttl;o II o olltttttllo - - ollo 1 - i - - 11 I i - o r r - i - r p - r - -- - q , �J - r r - I r . of :prof r r : V i - o IBOLLARD n -- �` -PER r ■ ISLM- r 2 0 p FOYER ;al'11 • '! olltttttlio olt�ttl'o � �,oittt',ol- — o'Ittlo FLOOR PLAN SCALE. 1/4' ■ I'-0' -*9 I It— tttttti SQ.FT. CALC.S LIVNG 1.628 SQ. FT. GARAGE 430 SQ.FT. ENIR•T 16 SQ. FT. LANAI 85 SGL FT. TOTAL 2.362 SGL FT. EEY'O�t/EQ 8 P0�830gD GI�IBIB @8811111 omm DOZE 1111lmovo O IEIINIIB NORM RM FOOIABF MIN. WINDOW I® 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S:GD. MIN. 41 5 31/-39 CRITERIA I 16010 O.W.D. 112 5 28.2/-319 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.=C, MEAN ROOF HT. 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMMMDA18 C TOP PLATE 9 i+1 BAR DETAIL A SCALE, 1/2'•1'-0' NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. JUN 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-77445078 FAX 407-774-4078 www.abdosigngroup.com L AA P. 0003325 !a a aysD:v S. LOT ABBOTT PARK LOT #9 BLK #8 PItOJSCTIII 0 181.000-09081 MODZU 4EBB "1828—CALI" aARAGZ atlnNC;: RIGHT PADS: FLOOR PLAN %160 MPH EXP. C SHINGLE ROOF -_'_-_-_--_------ N-18'-4' BLDG. HGT. MOON LVI2X24 >�A OR EQUIVALENT LAP SIDING AS SPECIFIED 4'FREIZE BAND (TYP.) 6' TRIM BOARD (TYPJ ,TV I i I i DECORATIVE i hq EMIVALENT It' RAISED 100 gj FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR M103A COACH LIGHT 0'-& FIN. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE T AREAOFAT7IC 2364 SQ FT. NET FREEVENTILATON AREA REQUIRED = 1/30D REQINREDVENTIATIONAREA 2364/300 = 7.88 VENTLATON AREA X S4 INCHES PER FT. 1144) = 113IL72 SQ IN. MIN. REQUIREDVENTIATION = .5X 1134.72 IN UPPER PORTION OF A7TC 567.36 Sa IN. OFF RIDGEVENRLATIONAREA = 125 SQ IN. PER VENT 567.36 /115 T1TALOOF VENTSREQUREO = 4.93357 T]TALYOF VUMPROVIDED • 5 'AREA OF ATTIC ISTHE PERINSTEROF THE HOUSE, LESS THE OVERHANG EXTERIOROF WALLTO EXTENOROF WALL, NOOVERHANGS INCLUDED d,8'-0' BRG. HGT. FEW I m . Loll Iii" REAR ELEVATION SCALE: 1/4 • P-0' TEXTURED FNISH ABA �o �o �o s �o _---_—_-----'—_—'-- ___—___—____..__________ _ 0'-O'FIN.FLR LEFT ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH OFF RIDGE VENT S'-0' BRG. HGT EZZZZI OFF RIDGE VENT r -v� a 0'-0' FIN. FLR - 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH v 1 \ i DECO. DTL. A SCALE: I/2 • I'-0' -C' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W F'H: 407-774.6078 FAX 407-7744078 wwwAbdosigngroup.com AA M: 0003326 oI i e fit o l 4 avna><v ae LiOT: ABBOTT PARK LOT #9 BLK #8 PllOJECTfp 04181.000--09081 MODES.' 4EBB "1828—CALI" GARAGE awsxG: RIGHT PAGE: ELEVATION I:C,I 160 MPH EXP. C DitiNT A 06/10/20 aCAL.E: 1/4"=1'-0" BHZET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GSV OUTLET 20 AIV SNGLE POLa 1IOv OUTLET 110v OUTLET 12 OF OUTLET wpmTO &w :w GR IOv OUTLET MIUW"'BOA0 FnL�M MTR RESIST E@ 220V OUTLET (4) art C4NS=IGN t off "Tolo-OM P OUTLET GRam PAL? NTERSPIES SWTCH SwTCN a -war OFER 6 SWITC 4 4-MY OPER 01 f� 1" lJ LI° CEILING LIGHT © LED CL& LIGHT LED VAFVR GYP PROOF LIGHT O VIA VAPOR PROOF LIOMT Ommoe D CAN VENT. PAM I cm PER S(A Fr. VB4T. FAN WAJart 14M P7R SfA PT. L� F� —TT LWIT raPEe'E s Eo sr T01 ® T 2-0" tlRAF AIaOMD e L ARd&O (SURFACEPNr� 2' PLUOItSOER 4' FLIIOItSCWIT 7 e it v+ C 4' TIaAOt LIGHT O PNIL METER 6,00 oaaerom 1 w 1 WALL MOUNTED Imam D{ICTQt MATL rsi UKAS ® e/CO &c rlcmmdm SF= UIt Be Cat CON' SMALL M A DBTINCB OF NOT LEa&'rlm 4' P7DIlR LRM Lr� T FMTI°BAL a" jY ISLE %cm dA= WN ll� tIQ dpdyMatQ pV14j° At' oleLwHer eaAud MTVI �1 TlLEVrIaI JOCK a. rox Q J- ro sE auP"IED N a# sox MARGD 24 &IICFI FOR "AN=I S S aeL#4 am pwoiuw CELM FAKIXIM TO Oa SG•I'Dww N ACCORDANCE BY S M MARCH .4S SIICH PDA MMOTM p�pp 24' NCINDESOB4r LIGF4r SIRP p�ppaJp x' NLwogcB4r LIGHT G"W nnnmm�nnn 40' NCOIOlS0E4T LOW STRIP FLOOD LpHT onewerr IGnTAD HE FD. PAN-MgTON MR OWNING we PORT • LOCATION OF TV JACM 4 PHONE OUTLETS 4 FINS TO OE VIRIPIED a NOMMOAMM PM -CONSTRICTION P EETNG. • ALL 0 A 20 AMP BRANCH CIRa8Te TO BE ARC FAULT FWTE== PER ELECTRICAL PROVISIONS OP mm • 20 IMP DILATED LNS'DRY CIRCUIT. • GR • UK -AND (NOT ON WOMEN CIRCUIT) • DISH&ANER DISCONNECT TO M LOCKOUT N PANEL • BAT1 WOO EXIWI&T PAN TO WAVE MN CAPACITY OF 10 CR4 MEWPrrENT PER ELECTRICAL PROVISIONS OF SECTION MOMS tG =PAi • OUDLANDRY ROOM a FAULT CIRGST-MEIEWWO PROTECTION FOR PIPIDOW41L ON PEEDERS • WIRING PETHOD SMALL BE NON PETALLIC CABLE PER IABCTMCAL 1'ROVIN@B OF PECIE &TW ED runt • ALL UVW TO COMPLY WITH ELECTRICAL PROVINONS OF M FrCJ! ATN m f2eMt • Au LAMM SHALL eE Am .V-ewn eY go, Tau IG CF LIOMTSMYT ! SNWK BFNJ®IT TYrt PSI! A CEILING MTD. L*MIT TO BE NSTALLED, PROVIDE J-BOX FOR OPT. FAN \`---------- - "--- ----" COACH LIGHT ELECTRICAL PLAN WALE, 1/4' . I'-m' ME TER VERIFY LOC. WP Panel MAIN -A PANEL: 8/18vpert breaker VOLTAGE: 120/240 V-1Ph MAIN: 150 Arrp M.C.B FEEDER: 3 4[1 Cu TFMN & 1- #6 Cu (G) in 1 17' C. OR 3. NZO AL THWN & 148 Cu (G) in 1 1l2" C. enn va. ew a Bw, I wan I cln w I I anyn I w.ft I as Pa. wh. 112 1 20 Fxlwwl aGF1ar1UG 120E 1 2 Is".. m2 2 20 aq.lan B 6 530/ MC C.U.1 35 2 08 gp.oa 7 B PANEL -A PANEL: 42 aL bleaker VOLTAGE: 12D 1240 V APh MAN: 150 Amp M.L.O. FEEDER: 3-#1 CuTF VM & 1-#a Cu (G) in 1 1/2' C. OR 3 #2A AL TFMM & 1-#6 Cu (G) in 1 11F' C. role ale M fim wan Dacus Olnws was. Gn D...s a AN, Pa. all. 1 ano. 15W 1 2 BOW RanP 50 2 R 1 Mlon, oI I hood GFI 1000 3 4 1 Sm.a APOW.. 15to 5 a 4500 w—Hetlw 25 2 cc 1 R 15W 7 e F 1 K21S-k Dwn Rw .Ca. AFCI 150D O 10 12DO DI. .l 20 1 .12 1 Bah GFI So.. 1200 11 12 1503 DhMauhw GFl2D 1 .12 1F er I HasI W...2 &.Y B.N.2 AFCI ROD 13 14 5W0 DyerGFl 30 2 .10 1Ud Rodn,LmtlU .AFCI BW IB 16 1DO. Pa ,8Olnin AFCI ODD 17 to Iwo W..hwGFl 20 1 N2 1SDBC/O AFCI aW 10 m tOW IQmm DowOpmwGFI 20 1 N2 1 20 /BNNID.nAFa I= 21 22 120a IEAN U.BR ckm AFCI 20 1.1223 24 ODD 0,3 . AFCI 15 1 q4 Sp 25 26 400 0w .8aa,.an AFa 15 1 N4 T 28 S2B 30 1000 In coovol. n 20 1 N2 FOI 1S NS 33 Xa EaS a 2 m A/C ANU-1 caw 5INAa 864 5525 N 40 s o 41 42 Space L.d ltqW to 4.mm6 Saw mloualiona Ilm 1600, ww Load s .a to 4.mm4a ,WWalna/Ia. .mane actor Calculations: ABBREVIATIONS: AFCI: ARC FAULT URCUT INTERRUPTER NC: NONCOMDENTLOAD QM: GROUND FAULT INTERRUPTER Tea Wad SWIM to dem.M actor 42700 ' FIn110000 Wale tl 1110% 10W0 A.maaM m4a 141% 13DBO Tatl A,C lotl t0a2D LOAD CALCULATION 18 BASED ON NC NON -COINCIDENT LOAD °.I Can. bId Le.4 Wan 33BOa Tonl Am .San / 2A0w . 14L9 Gamaral LI Ihtlna & Receptacle Load Tonl AX S !am Fee - 1828 Gn.n1 Lh 8 Rao 3W / S . Fl. 5484 —m 1 at85V.Li Ftal1OD% 65 Total G." Light. A R. an 5548 Ckd lnk TDlel wale Gnw.l Ln 8 R. P.ntl A 9 617 5549 _ I I L I I I 1 I'-6• I'-6• I LED LIGHTING @ SINGLE LAV. • BATH 42 150 AMP ELECTRICAL RISER NOT TO SCALE. AA GENERALELECTRICAL MATERIALS AND INSTALLATION& NULL COMPLY W IN ELECTRICAL Plat2vW" OF THE EDIT1d rur , LOCAL CODES, AND ALL LOCAL NC M COMPAM' P M FW EM ALL CONDUCTOR& SMALL M TYPE THNT6W IMM NOaD 47TNEeMSE. CONCAUT tNl. m SERVICE R FRONDED BY TE ELECTRIC COPTANT. C4=M MTE WRW TIE ELECTRIC COMPANY PINOIS TO DID. I I I I e I I ;n I I I LED LIGHTING @ DOUBLE LAV. OWNER'S BATH PROVIDE M/O CIL TSW a FS CU N 2' CONDUIT OR as* AL, THIN • 1% CU N 2' CONDUIT. (CONDUIT TO TERINATE ABOVE SOFFIT • OVBP040W COI'1DNATION MftlCE DISCONNECT NUITCH AND E0R40 I60 arP V1DLT M ELECTRIC PETER N I PNASL NEMA 3R ENCL.O&UIE PAL ® TBEFIIOIe .EavlG{ aGlr'P'EN7 ❑ ❑ 'j1 LADLE T6MOIaY Ed)Il,P'@If NaRSYSTEI 04NDIIG TNWINAL AT LOW VOLTAGE C4PW4WTIWB 14 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POMM STCEI. PER ELECTRICAL PROVISIONS OF M BEG&MH b&' DM X S PT LONG COF"M CLAD GROUND ROD 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.com AA S: 0003325 J a� y 4 � sysD:v. as L+OT ABBOTT PARK LOT #9 BLK #8 PROJECTf 04181.000--09081 MODELA 4EBB t11828-CALI" GARAGE >lMING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH Ey. C 12 D Z-: 06/10/20 1111CALE: 1/4"oof-0" SHEET E1 OND I I I I 10 I — — — — — — — 10'-9' 14' • 8' 14' -3' ------------------- a I I I l i i • • I �' i I n LL I __ II O i 9 I I � I I y— — 2' VTR CA BINC W/ 3'•1' 3'-2' AUTO VENT 12, 11 112 K V2'��t L ----- i TUC AV I AV 2 LAV 3' WC 3 3 I I 3• 3 11/2 SHWR 2' 2, WARNER 2 CO 4 TO MAIN I PLUMBING RISER DIAGRAM I I PLUMBING PLAN O ALE. 114 . 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8:.0003325 A a M 4 000 BVHDIV. at LOT ABBOTT PARK LOT #9 BLK #8 PROJECTIP 04181.000-09081 MODEL: 4EBB "1828—CALI" GARAGE ONWO: RIGHT PAGE: PLUMBING PLAN %160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB s MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL 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. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND DE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. 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, NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC vci�n�a 1010 - EXTERIOR WALL PLENUMA!MECMANICAL5L0G.C4ODE AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLER RIOR WALL VC CONDENSATE DRAIN LINE EVAP. TRAYLEEVE TO LIKES BELOW SLAS REFRIGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) G. CODE SECTION 3013.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRLL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE• SUPPLY TRUNK BROKEN LIKE- RETURN TRUNK BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® T14ER'IOSTAT m PASS-THM AIR GRILL SECURE STRAP TO LONG W/ (2)-3Ab'X2' TAPCONS UNIT OIMPSON WB ROLL STRAP OR EQUAL W CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) #8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN OOND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM 6TRJCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG ram_-r>iso-U21 FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56OW INSIDEH SERIES NICKEL BRA86 TOP CAULK P.V.0 OPTI/SPEC v4FL00R SLAB CLEAN -OUT (TYPNT) FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP ) NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE. 1/4 . I'-0' ■ 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 F41: 407-7748078 FAX 407-774-4078 www.abdosigngroup.com AA N: 0003325 C S BLTHDIV lle LOTNI ABBOTT PARK LOT #9 BLK #8 PROJECT* 04181.000-09081 MODEli 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH E)R C PER pig 2x4 TOP PLATE PEA Y PRE -PAD TRUB6 1/2' C.r- BOARD IR' DRYWALL �� '1 • 1 SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' OG. MAX FIN. FLR 2X4 WOOD STUDS 024' or_ SLAB NUIE: '3TUL;t) 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. (:i1TYP. INT. WALL ( NON— BRG. ) DV SCALE, 3/4'.1'-0' FIBER3LAS6 SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON J' 0.6.15. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1 -m TYP. ELEVATIONS OH. VENTED SOFFIT I h I 1/2' THICK, 2 COAT PORTLAND I CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ¢/8' GYPSUM BP OR IQ' W*W STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM• SOLID GROUT W/ (I)- +5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE.3/4'•i'-V' ENERGY CODE FORMS ATION R-VALUES .RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTAC 41ENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BO.- WOOD BASE — FIN. FLR — ° a. 4. 4 N W/ WINDOW OPENING FIBERGLASS SHINGLES OVER O30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R808.L1 ON I}' OAS. SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a B TYP. WALL SECTION NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL ()OLAYERIUNDERLAYMENT SYSTEM D1 SCALE, 3/4'.1'-V IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE Iv, OR ASTM D 6151 n:R6"L B GAS LINE THRU BLOCK vr.r e FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.LI ON a' Obs. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE I..®. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS QQi�iTi�i�1 IYn M41 arr nar. Mmr.my o7woo °°oR PA61DW TO mom TRACK aRAOmm nv neooir APPROVAL R!1 s GARAGE DOOR JAMBS D1 SCALE: 11/2'.i'-0' _2X4 SPF 24' OTC. MAX — SECURE W/ (2) 12d NAILS • EA END 2x SILOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIG" PER STRUCTURAL DETAILS FRE-ENG WD. TOM CONT. 2x RAT RUN SECURED PER— STRICTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ S/S' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COATy— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,, t4, a-u N W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ux2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.L1 ON },' 0.6.5. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS a BB TWALL SECTION NINO O�E r5-�1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'-I'-0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY R% LT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-7744078 www.abdoslgngroup.com L AA 8: 0003325 a 6fill �a U BumEo . a LAT ABBOTT PARK LOT #9 BLK #8 PROJECT* 04181.000-09081 MODRU 4EBB "1828—CALI" GARAGE BMWO: RIGHT PAGE: DETAILS 160 MPH EXP. C Im 2X6 P.T.. COMER OP DOOR HEADER SECURED W (U N' X v J-DOLT IW 4' MN. H"DEGMONT W12' X 2' X VS' WASIER 4 NUT OR Iw (2) N' X v ANCHOR DOLTS w! 2' X 2' X VS' ULASLER ( NUT SECURE 7x4 ON RAT TO SIX 0 sY MASONRY NAILS. 7X6 6AWM DOOR soot SECI2!!D W(S) N' X v J-DOLT OR ANCHOR ® DOLTS, W 4' MN. D"E)EDFENT, W/ 2' 2' X US' W4SFlR 4 NUT. (U WTNN v OF TOP. (1) WITHIN S' CF THE OTM. (3) EAMY SPACED. ® m III 0 iE NOTES, ALL ANCHORS SHALL DE N ACCORDANCE TO MANIrACTURER'S 110TALLATION INSTRUCTIONS WOM WCU NAT01ICTietA Al M ATIRDA J GARAGE DOOR 1 BUCK ATTACHMENT CMU La 4 I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRJ FRAME 4 EXTEND 1 Y4 INTO BLOCK U1/ W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -%W MIN. EMBEDMENT I Y4 WITHIN 8' OF EACH END 1 18' OlC. MAX SPACING \DOOR CASING L DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 1fWDON TO BLOCK +3 4 OR 5 4 A SCALE: RTA. 2X4,m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 Y4) WITHIN W OF EACH END / 18' O.C. MAX SPACING. 2Xi,m SECURE TO DL WF2-fir' TAPCONS(MIN. ✓ANC SIZE J45 MIN. HEAD SIZO60 MIN. EMBEDMENT 1 Y49 WITHIN 8. OF EACH END 1 W CM IV O):. MAX SPACIN— )�' DRYWALL 2X&Imp I'X4' OR 17O' P.T. NAILER SEAPCURE BLOCK W12.%. CASING TCONSTO (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 A DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 TTAC 4 TO 2X PER WITHIN 8. OF EACH END 1 MANUFACTURES DETAILS. IW O.C. MAX SPACIW% NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1//2" inl WlNDON TO BIOCK +L-1/`t" ''' SCAL : N.T.B. 2X4m SECURE TO BLOCK W/ ' TARO" (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W12-%' NON-STRUCTURAL V.- MN. 1 (MIN. SHANK SIZE J45 T EMBEDMENT INTO BLOCK EMBED MN. HEAD SIZE 300 • CRU MN. EMBEDMENT I Y4) DRYWALL WITHIN VOF EACH END 1 IS' OZ. MAX SPACING. X4' OR I')2' P.T. NAILER 2XSm SECURE TO BLOCK W/2-))w �,' O.S.B. X 4' MIN. TAPCONS (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD 812E 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES OETAILB. IS, O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-IS/1�" MPDiDOII TO BLOCK +1-16/ a ALE, N.T.B. 2X4:- SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J4$ MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING, MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK 02-W NON-STRUCTURAL V TAPCONS TAPCCN MIN IY4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) D• cm UMTHIN 8' OF EACH END 1 )4• DRYWALL IB' D.G. MAX SPACING R I'X2' P.T. NAILER 2X8� SECURE TO BLOCK Wl2-�6'TAPC0NO CASING (MIN. SHANK SIZE .145 rl'X4' MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT IY4)H TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 4" D WMDOR TO BLACK +2 1 4" E. N.T.S. 2X4= SECURE TO BLOCK W/ V*' TARO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I49 WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL. 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SEA�STO BLOCK W/2-�16'TAPCON NON-STRUCTURAL V MIN. IY4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cmMIN. EMBEDMENT I V). DRYWALL WITHIN V OF EACH END 1 18' O.C. MAX SPACING. ❑ X4' OR I'X2' P.T. NAILER 2XSmo SECURE 15LOCIK W/2-Yo' DOOR CASING (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" EIN MND031 TO BLOCK +37 ALE, N.T.O. 2X4s SECURE TO BLOCK W/ 11(r' TAPCONS (MIN. SHANK SIZE J45 MIN DEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 1 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 1 2X60m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %, TAPCONS(MIN. SWANIK SIZE TAPCCN MIN. I Y4 J45 EMBEDMENT INTO BLOCK MIN. MEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 1 D' CM U Yj• DRYWALL IW OZ. MAX SPACING. 2X8,m 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-V&' 2N0 2X SECURE TO TAPCONWMIN. SHANK SIZE STRUCTURAL MEMBER 145 WV(2)I2d WITHIN W OF EACH MIN. HEAD SIZE 300 END 1 6' TO 8' O.C. MAX MIN EMBEDMENT I Y4') CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLACK +3" F +' ALE, N.T.S. 2X4= SECURE TO BLOCK IWY4' TAPC0WMK SHANK SIZE 145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 1 MUST BE ON OUTSIDE 1 IV Or- MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL Y&' SECURE TO BLOCK WA-1/4' TAPCCN MIN. IY4 TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 148 MINR, MEAD SIZE 30C , CMU MIN. EMBEDMENT I Y4') K' DRYWALL WITHIN 8' OF EACH END 1 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8� ❑ SECURE TO BLOCK WA-1/4' w' 09J5. X 4' MIN. TAPCONB (MIN. SHANK SIZE .148 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ICI6 W/ Y,�p M FL,M A,lw )DO Mp ucoo 4•! DOOR JAMB TO BLACK +3-7/16" C' SCALE, N. J3. V TO BLOC +3-7 16" 2X4s SECURE TO BLOCK W44 TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y4') WITHIN 8' EACH END 1 NOTE: STRUCTURAL 2X 18' Olt. MAX SPACING. MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL ))b' TAPCONS TAPCCN MIN. 144 (MIN. SHANK SIZE 14D EMBEDMENT INTO BLOCK MIN. MEAD SIZE 300 MIN, EMBEDMENT 1 Y49 8' cm WITHIN 8' OF EACH END 1 )J' DRYWALL IV O.C. MAX 8PACIN00. ❑ 1'XW OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIK SHANK 812E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURER DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO HLOCK +3 3/4' iv1 1RNDOX TO BLACK +3 3/4" `; SCALE: N.T . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 FM: 407-7746078 FAX- 407-7744078 �wwwAbdosigngroup.com L AA M: 0003325 loll aUBDM ae LoT: ABBOTT PARK LOT #9 BLK #8 PLROJLM:CTo 0418 .00 -09081 1M[ODELa 4EBB "1828-CAU" GALR;AGE 9lrWG: RIGHT PA)LGME: DETAILS 160 MPH EXP. C JUN PRODUCT 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 STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECi0R5 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. CAMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCi. 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 30456.10 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017FBCR 12/31/2020 10447.1 SIMPSON STRUCi. 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.E SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.1E SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCi. 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 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2036 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 fl 10477.R7 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4303.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-7748078 FAX: 407-774d078 www.abdesigngroup.com L AA #: 000332E all 11 all aysaly ae LOT: ABBOTT PARK LOT #9 BLK #8 PROJECT/ 04181.000-09081 1[ODEL: 4EBB "1828-CALI" awRwaE aVrt>,Ta: RIGHT PAGE: PRODUCT APPROVAL LISTING V.160 MPH E C F 08/10: 1/4"=1'-0" Y D3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td ME WIRED TIED TO LATH • V ' Cr— MAX (VERTA NOM DO NOT FASTEN CONTROL JOINT TO WALL EVEN F 67M EXISTS BEYOND EXCEPT STAPLES OW I CCONTROLL JORM MDR ��. DURING INSTALLATION —\ FASTENERS TO GE SPACED-7 • 1' O:C. MAX VERTICALLY / MTV X 31 COAT CEMENT TER WPIS LAYER 9, FORTIFlGEIR / mUILDNIS PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O.C. MAX AT S11PPORTS WPM LAYER % STUCCO WRAP WOOD SNEATHNG I� LATH MULL Ot COIVTINlQIS JOINTSGUT x eroPPEO � TIED AT EACH SIDE. P!R ASTM CIO&! PROVIDE 2X4 BLOCKING 1JOJA PLACED FLAT MAX Ill V FROM CONTROL JOINT MEN CONTROL JOINT FALLS ON NOTE.\ \ ASTMM FOR LATH TO GE NAILS OR / / SrRICTU AL 61W STAPLES N COMPLIANCE W/ ASTM CBS! r 2. WINE TIES TO BE (NO. 0) 00410' WRE / O. GLCCKb0 SHOM MAY BC N ADDR \ TO WALL STUDS PWMIRED PER PLAN / OL HOLD NLLYO . R. A OI.r.A NWIE R. 7. aRAMP . PT. • ►CIIIRAIN . PR. a • OMLO . TM OL MOLD NYMO a Pr. A I. f#AY • Pr. S raw . +r i ® L r0.D 1ALLAIRD • R. A I CIMIN• • Pr. • ><asANr • n. a L FOLD PT.O oAGe Pr. S to PT. a Tallest• •OTMM RAIL• M 0 NTorTan ~MNSE WATte TI•M NAIL. FOLD. QQ ura aa. NOTIRL APPROVED GUILDINS URAP MULL M LAPPED A MINA'M'1 OF ♦' • VERTICAL LAM (ROLL ENDS) s W • HORIZONTAL LAM. ALL SCAMS NEED TO SE TAPED WITH FORTIGER SHEATHING TAPE \ T M•L LAP • 11TAL LATH \ LATH VERTICAL LAP TO GE P n n—rn . PETAL LATH IT I 11211E LAYER sI, stucco WRAP Tar T / � YRD LAYER 11, PORTIFIBER BWLDIN6 PARR ',, I I 2 SCALE, I V1'•I'-O' ® KICKOUT DETAIL .r/ \ I >t �— ""A TIME MAL (MIND OR •CUOtt 120 NOT M NFrAu oamur HW AT lOri'ON Q ROOF s MOM MDC LAM OF METAL PLASTER GASES SHALL BE OECPN® TO PRAM MEMBERS. THEY SMALL M TIED GETWEB4 SUPPORTS WTH 00410-IN. (1714M1) WIRE AT INTERVALS NOT MORE THAN a' (22%-MMA AS PER ASTM CMS 1S.L Nam MR REPAIR OF TEARS IN END LAYERS, TEARS MAY M PATGZD WA40LM WRAP TAPE PER MAeJr. OPEC. OR PEEL I STICK WOOD MIEATI OUP-01 PAPEP STUCCA ]' THICNC S COAT CEMENT PLASTER META. LATH VM LAYER 4, AM991 ER GUILDNS PAPER WOOD SHEATMINS WOOD SHEATHING OR CMU WIRE, LAYER 01, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRB 1 TAPE OVER IQnrlcnuel l (1r - S'XS' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) �+ GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PLAYSELF-AZM49ltWMMEMBNRIOAUNSEC 4• 45 R-AMNINS (COMPATIBLE V RP MATERIL) OvVR \ \\\\TTGG APPROVED MOUSE WRAP. RASHES TO EXTEND ONTO PIPE I ) 11 OR STION :::. 7 �i6 A'rf' GEL:-ADNEItM MEMBRANE PLANING (COMPATBLE UV MOUSE MATERIAL) OVER 4Sa1' `... SCLP-ADHERNG MEMBRANE FLAIll OVER APPROVED MOUSE WRAP. FLASHRIS TO EXTEND ONTO PIPE I CUT AND OVERLAP OHE MDE OF SELF-ADFlRRiS MEMBRANE CUT AND OVERLAP ONE DE OF RAeMSNs M STEP 01 STEP 02 � RNe rereRAa ING UPS LAYER % STUCCO URAP NRD LAYER 4 PMPIO R BWLDINdr PAPER METAL LATH S9AN' SELF-ADMERM M®'ERAE FLASHES OVER 4 A4' SELF-ADHERNS MEMBRANE INSTALL FASTEERS (CLIM, PLAS14M OVER APPROVED STRAIN, STAPLES) AS MOM WRAP. REGNIRED TO GROA E RAdWNS TD EXTENID aNtO PIPE PIPE/ WIRE TO FRAMNO 4'x4' SELF-ADIlRNS M1lrBRA1E R.ASHM OVER APPROVED MOr1SE WRAP. R.AMINS TO E)(TEO ONTO /MISS ' CENT. GOAD OF SEALANT INSTALL APPROVED MOUSEUARAP AR INFILTRATION BARRIER OVER OMEATMNS ELASTOMERIC COATNS OVER STUCCO/ C.V. PINION (SCE TYR MIALL SECTION) SECTION PER SECTION RM.7 61WbrHWsm WWOIMIIIIII'n Exteda use d d POMW o—m plaster shell comply *th V• appNcallm lequlwelente of ASTM C 926,12A. Installedon of We" Iaftn9 and llmNn9 __jMLw00 e11n ASTM C 109312A PIPE PENETRATION DETAIL (FRAME) 3A N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO I -�`�- SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-847-0% MIN. 2.5 LBO. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 ww W A bdeslgngroup.com L AA S: 0003325 1 a M O C C MGM Ac LOT ABBOTT PARK LOT #9 BLK #8 PROJECT/► 04181.000-09081 UODEtA 4EBB "1828-CALI" GARAGE 81WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS %J60 MPH EXP. C SCALE: 1/4"=1'-0" 8REET WA1 SACKER ROD BACKER ROD WRB LAYER M, NTIYln IMP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EX4AU6T. SEGUENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y,; CAULKING • JOINT ALL AROUND. PER SECTION R703.7 Exterior Wft and DIMtellrlp Exterior use of portiand 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. !- HOODED VENT 'j J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRD LAYER 4, FORTIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER NI, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 50. 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 N CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'CUIC K FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'CUIC K FLA A VENT PENETRATION SCALE, NT.S. ELEC. METEI VERIFY LO "Arw=fi ICJ R¢V=IV= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT 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 HOUSEWRAP FOR BOX INSTALLATION WRIS LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 6® M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP #3 BREATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH •VS' TEXTURED PINISI • WOOD -FASTEN TO WOOD STRUICTURAL MEM 95ER • 1' O.C. MAX W011 6' HIDE STRIP SELF AORESIVE FLASHNG, CLEAN MA80NlY BEFORE APPLYING V PM04 • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER 41, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WM LAYER M STEP #2 WRB LAYER M, STUCCO WRAP APPLY 6m' MIN SELF -ADHERING GRADE 'DFELT ® MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRD LAYER 42, FORTIF15ER BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdoeigngroup.com 116 AA M: 000332E J k 6 r O r 4A W 0 S STJHDIV. ae LOT: ABBOTT PARK LOT #9 BLK #8 IntoiMTO 04181.000-09081 MODMIe 4EBB "1828—CALI" OARAOS SrIMO: RIGHT PACE. WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 •� A MA NO ra 06/10/20 cALR: 1/4"=1'-0" iIEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO I -'' WOOD SHEATHING 6111111111111,1 SELF-ADHESIVE FLASHING — — — — — k 2 1/2' CORNER BEAD (FASTENER 4 SPACING * l' O.G.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK i441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdoeigngroup•com AA N: 0003325 � � ~ Q tog atYBDIV. ae LOT 0,01 ABBOTT PARK LOT #9 BLK #8 PROJECT# 4181.000-09081 MODMIA 4EBB "1828-CALI" GARAGE awIWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 as NO nAT3& 06/10/20 aCALE: 1/4"=1'-0" aiiEMT WA3 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 — — — — WOW D� TRACTION V WOOD 6NEATNM6 nsATFER RE6N/T1VE MAIMOR M UVATHER SAIIER M016T1YE AP Mom uwA, QaFLAGHM RA6! IM8 fEIse61G < 'U �T �616TIVE / STARTER 811mP \\ \\ 4 lI ATHER 4 616TIVE 1 \\� KA66NIGIDFIERMG I&M90m an \ "VV METAL aAWD MT ' KABHMO ,rtl�R!&D �-� IU 6 TED MEMISER OR APPMPVW SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003326 w 2 m I IN ' 111111 G 9VHDIV. ABBOTT PARK LOT #9 BLK #8 PROJECT# 04181. 00-09081 MODEIt 4EBB "1828-CALI" GARAGE SVRNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 12 ,_ DATE:F—PIU06/10/20 SCALE: 1/4"=V-0" SHEET WA4 T/8' TEXTURED / FINISH • WOOD, -------- ------------- ---------- I--------- i TURE FINISH CMUD - - - _ 2x6 SUB-BANt) W/I'x4' NOTCH METAL LATH — — -- - -- ' END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP TWO D SHEATWIWs Cm 1 DRIP EDGE STUCCO WRWRAP ONLY) WRD LAYER 02, FORTIFIDER CUILDING PAPER 1/8' TEXTURED I (FRAME ONLY) FINISH ® WOOD I �� 2X6 SUC SAND m ROOFING CEMENT 11/8 d.� 1/2' TEXTURED \ FINISH ® CMU / � \\ DRIP EDCsE \\ \ i j METAL FASCIA \ " WRAP Y8' FROM ` COFLAN B METAL KICK Our ` - I STUCCO, I' FROM WOOD WALL \ �- --------------1a EXTERIOR WALL (FRAME OR CMU) �\ \ \\� NOTE NOTCH FOR 2X(o \ SUB BAND ONLY ROOF KICK OUT REMOVED �\ FOR CLARITY ROOF DECK (BEYOND) r DRIP EDGE, I' OFF WALL 77 \� NOT INTO STUCCO) I '-I/&' TEXTURED FINISH m (WOOD, I/2' TEXTURED / FINISH a CMU / / 2x6 SUB -BAND W/I'x4' NOTCH END, MAPPED IN PEEL 4 STICK ')ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/I4'x4' NOTCH * END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x xxx. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x _ .. x SUB BAND DETAIL ® WALL W f KICK- OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 20 0 i C r Ae IATBOTT PARK LOT #9 BLK #8 JzcT* 04181.000-09081 KODEIc 4EBB "1828-CALI" GARAGE STI7G: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C 28'-8" '-4" 9'-8' 9'-6" 15'-10' T-4• 36'-2" X-6� tO T� OP OF SLAB ——FM-12X12 — f — — — 1 — — — — FM-12X18— — — — —�i 4" CONC. 4 i x w SLAB. .031/2 1"-0"" LF-24X24 l 10'-0" , I• r 1 FM-12X18 EXTEND I 1.1 SLAB 1 110 4" PVC CHASE"" lll,J %� IT— I SLAB „ IX if LL ,� 19'-W 5'-0" 1.1 � TE-i I "r-e• 4 5 112 1T-8" 5 3 -0" I 11 LLI i I N . 1 EXTEND SLAB 1 1/2" 2 14 CONC. �1 FM-12X18 SLAB awl 1*31/2 a1 :I 3-4 IcI �---- c 2 *-7112 1.1 ap I 1.1 1.1 FM-12X18 L — J FMC-12X18 ° FM-12X18 FMC-12X18 0 4 4 1.1 1.1 10'-2" Y-10" 4.4" 2'-8" 16'-0" 7-8" 14'-0" 21'-4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-G', SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2• FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 111MNDICATED #5 BAR, O^ INDICATES #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 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 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 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED X-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 REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 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. TO.F. SHORT LONG 6" s "-0" FM.12x12 12" CONTINUOUS 12" - s FM-1208 12" CONTINUOUS 18" FM-16x18 16" CONTINUOUS 18" - s FMC-12x18 12" CONTINUOUS 18 - s #5 IN CURB VARIES JUN i N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA P. 0003325 �aa o pp rtro q IA UBDIV 89 LOT:BBOTT PARK LOT #9 BLK #8 PROJECT*1 04181.000-09081 MODEL" 4EBB "1828-CALI" GARAGE 8VnNO: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C A.a NO DATE: 08/10/20 dCALE: 1/4"=1'-0" S1 30" MIN. EACH WAY MONOLITHIC FOOTING .v STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — � ••� p CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 1 � .. s m Iv °° /�'k GARAGE DOOR RECESS Q w UGGG w —�r� I o. aySO vU bra{�1 4 j� FM— 0= w 8" CMU WALL Oo 8" CMU WALL .. I .. f CORNER BARS, SAME SIZE AS BAR B' O io — � Z — FOUNDATION WITH 30"LEG EACH � Lll = to U +_ 0- +- 0'-0' W DIRECTIONS � O WAY AT ALL CHANGES IN DIRECTIONS y TOP OF SLAB TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE' BAR SIZE 48 BAR DIA. 4"CHAMFER (,STORY)° 1B' EXT. PORCH SLAB VARIES SEE SLAB SCHEDULE= TOP OF GARAGE Ilg_ I°I �, ILL v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7=0, AT ELEV: JWl OINT ISOLATION -._ � JOINT (WHERE a 8" CHAMFER (2-STORY) #4 24" W/ 12" ISOLATION 4" CHAMFER (1STORY) , 6" CHAMFER (2-STORY) ° APPLICABLE) Z � SEE SCHEDULE � �„ JOINT •'T�� EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 38" APPLICABLE) Z a FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCAlE:34"=i'-0" 3CALE:34"=''�' CORNER BARS DETAIL DOOR OPENING @GARAGE 0LAP 4 SCALE: 3l4'=1'-0" SCALE: 3/4"=1'-0" TOP PLATE A MIN. OF 48" ----.� LAP TOP PLATE A MIN. OF 48" I AND NAIL COMMON AND NAIL W/ COMMON ROWS, 4" OM BTM. VERIFY HEIGHT NAILS, ROWS, NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT S, LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 11 w I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED N NEW REINF, BAR No 2 STUDS SEE PLANS FOR BE 8T. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE GALVANIZED PIPE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'k0" WEDGE ANCHOR Wl2" BTM. PLATE TO BE PT. W/FLANGE BASE o_ EPDXY. MIN. EMBED TO BE P7. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. 7OP PLATE SECURE BT. PLATE TO Q 8", UNO PLATE EPDXY 5-12"EMBED. MIN. 16" OC SLAB W110d MASONRY o 9 Q 0 FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL 16" O/C STAGGERED. = K SPECIFICATIONS FOR to ¢ BTM AND TOP PLATE ADDITIONAL METAL = CS USE AND I ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" F- PREPARATION OF 0 HOLE. COMMON NAILS FILL ALL O REQUIRED WHEN NO (n UPLIFT IS PRESENT. TAPCONS w HOLES, DO NOT USE ,Od w Lu x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE + 0 +00 •�¢ TOP Of � SLAB �.: TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) ..As EQ. EQ. WE SCHEDULE EQ. EQ. SCHEDULE FOR WxD, BAR SIZE _--SEE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 3QALE:34=''-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 8INTERIOR CURB FOUNDATION WOOD WALL 6 � 3°ALE:3/4"='`°" (NO UPLIFT) SCALE:3/4"=1'-0" SCALE:3/4"=,'-°" (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q '� PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO 0 T C PROVIDE DBL. TOP PLATE SLAB W/,Od MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL 0 a. CONNECTORS NOT 0 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) ; ',,'p•. 8"CMU FILLED CELL (TYP.) ° TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING .I• SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0" Z Z — • MINIMUM EMBEDMENT INTO TOP OF SLAB a• I "ISOLATED" COLUMN PAp GROUTED CELL, 4" FROM ENDS AND in CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX - POURED MONOLITHICALLY WITH TI FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE T FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY � - AND BAR QUANTITY � n' N COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO �� INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION `� SCALE: 3l4"=1'-0" (NO UPLIFT) 10 SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com AA #: OD03325 U TOM sXMDM 4k LOT. ABBOTT PARK LOT #9 BLK #8 PROJZCT 04181.000 09081 MODSTA 4EBB "1828-CALM' GARAGE MWIN0: RIGHT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com L AA N: 0003325 L3 OVHDIV. ae LAT: ABBOTT PARK LOT #9 BLK #8 PROJECT# 04181.000-09081 MODEL? 4EBB "1828-CALI" GARAGE SKIING: RIGHT PAGE: DOWEL PLAN 160 MPH W. C JUN DOWEL PLAN D � 06/10/20 SCALE: 114" = V-0" SCALE: 1/4"=1'-0" SFIEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM I k VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION TIE'VERTICAL REBAR a TO HORIZONTAL REBAR W/ 10" HOOK � BAR SIZE 46 BAR DIA. Z W #3 18" >O #4 24" m U #5 W' #6 36" #7 1. HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS S" CMU WALL o'-o" TOP OF SLAB W SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA. > " CHAMFER (I -STORY) O �2�ATCH FER (2STORY) P4" STEEL #5 30" REINFORCEMENT #5 36" PER SCHEDULE #7 42" SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 NG REINFORCEMENT PER SCHEDULE #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS JUN 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-7745078 FAX- 407-7744078 www.abdosigngmp.com AA #: 0003328 04 Q i t e • 6 4 mm auBDIV de LOT: ABBOTT PARK LOT #9 BLK #8 PROJECT* 04181.000-09081 M[ODEI1 4EBB "1828-CALI" GARAGE 19111iNG: RIGHT PAGE: DETAILS %160 MPH EXP. C a DFT RP TIMAM 1/4"=1'-0" sFIEET S1.2A 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) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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. S. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177' " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION c ( SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 SX8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �^ SAFE LOAD - POUNDS PER LINEAR FOOT SAFP LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH eUe earn rsle ens" Irate mum anrn ""'m WA48 run reFte eF23n rune twat ra•N TYPE TYPE LENGTH BUB Wa RCMU TYPE LENGTH e/e.tt war INS-ITemstt ensa r,ea 1n4tt mmar w4-IT w4ar r•tt 3e rarer matt roast r41' (47j PRECAST 22 — 3M ma GM OW ON Ieo ,er7 rd ('�) T 102a 1024 tai6 r8 (4Y) PRECAST Iw M5 no 4M Me etas ram ran 4en m,s iM M4 1=4 t7w IM 3M 11aw 4M na 4132 Tom 4'-0' (4B') PRECAST ,See 7em 3/m 3M 41ea sm 7w ma r-0• (48) PRECAST lea M 13DO r-W (4e') PRECAST ,M 3M Meer Me 4M mern 9M 41115 m13 iw W4 1004 ,ISM ,M on I sw 3na 4M ew sm 4,4 (a49 PRECAST 1a11 ,M Mt0 MI an 4M ON en4 (Sir) PRECAST 612 rat 1078 r4s' PC) PRECAST ,a7 3M M7 3rn 4M a„ am Mn 4M mN lea un fnsi ling In? Iw 3M ma as M1 47,7 M3 84' (e4') PRECAST 1217 ,M 1436 11111111 3M Mai 3M 40 VW R49 PRECAST 411 N7 746 Bi• (e#9 PRECAST Isis 7 ale 3M 3M Mt 4M NO eme nn lea 1m tole 77N I we as an am 4o3 s-1p (M PRECAST f062 Hn 1M ON m an m34m 8.1tT M PRECAST 8D e2i ere 8.10` (M PRECAST w M. Ma 3M 4M 14m as 4w Itm eM M Na I Sao I ma I Mm 3M 1 41 8-0" f7e') PRECAST so IM 2177 3M Mt em 4M gotw 843' (In PRECAST 607 72, 410 845' (M PRECAST as MIV1 IM 2177 sm OW M 10896, Ire M m I Im I 3M Vile, m I Vu T4)' (D") PRECAST 748 tat tin eM are as Msi Gee T-C (=#•) PRECAST 424 594 80.9 T4Y (=#") PRECAST m 7ai Yoe N„ tta am Me Mf Ir/ eon m tM IM 3M 3w MF Me a4• 1, PRECAST ( 27 aa4 M Hn Iw 2M 3M an Mar 94' (itY) PRECAST sxe a12 2i0 ate• („r) PRECAST M 7n 1 M4 Ma eM M ,M ,w 3M an 4 SM.Ni M Nu +w tIn M4 a1I ,a4• (121r) PRECAST 470 w w ,a4r an Mn Me 1a4T (12" PRECAST 284 4M 180 toe• (128� PRECIIBT M rn me 110 um , amt er 1M IM 3In xm 3m 47M w w ,M tas tM >on a4e 11'4' (19B') PRECAST Set M M ,M tw Ma Mar 4M 4• 1,'(128� PRECAST M462 164 114' (18e•) PRILGIBY 474 M M ,w 1 M an In M IM Nr are $1a 4w M of 1M3 fen Isis. Ma ,T-0' (144') PRECAST 917 Go rn 1M 7M Mn an MP 12'-0` (1M7 PRECAST 214 402 IV 174T 1144� PRECAST 4MM mM tt tw M en ta4 IM Mn a06 M2 470 M M tM IM.J 1914. IM IS 1r�' (7en PRECAST tie 471 M tar toe IM aM M3 1r4• (1e0) PRECAST 217 324 110 Irr (IfIn PRECAST 413 M w In M , Im 471 7o I , Na um ms aM M M 7n tM N tw 14'-0• (teed PRECAST 271 M M /M 1M 1w Ma Mo 11'-0' (7eB") PRECAST 20a 2e8 100 14'4T (1ee� PRECAST M M M 7M MO I IM 442 In Nn IM tw Ma 9e10 410 M m ,M /w 14-0' (17e') PREST�BED N.R. M M M 1R M nt 1R 14'-0' (170') PRE81REeBED N.R. 284 i1 74'd (17e� PRIDARE88ED M M M M w M rn M M M. t tiM 171 M 7p 1M /M 3M 2si7 TIN 184 (184I PRE87ABBSED NA M IN M M M Nit 18.4' (te4.1 P NR 2Bi e8 ,84• (7e4� PREHIR�SED M M M3 M M me w M M I sit 1 094. IM 02 7fe /M 17n 730I 7M aN 1T"e"R (20r PRES REMED N.R.N.R M M eA 7M M ,N 1T4' 12ee9 PRESIVAED N.R. 194 e4 me On PRE87T8mm 1a to M M M w a1 7a w in NM rn u» M w w tM ,Ia ,w am ,a4 (282 J PRESRIE88ED NA m M to tw N1 NA xA 1a'� a N.R. 11e 8t ti''4" 1 7 P ,n In M M M M M M ea n1 M 1 M 1a/ M M 7o tw /M Isis 17" 21'4" 12M9 PRE87R688ED N.R. M Nit M M xR 2TJ• Wn PI SIFD NA 126 42 21--c min PIe58iRmm M IQ M M w M3 M w M m w w M. tw In M w M ITN /w 7M 2T� � PRES1R688� KR. M M M M M iR iR 2r- T Cffi4") PREVRENED N.R. 11e 40 2r4r MC) PRE 1a ,a 1a M M M M m3 M In M w M w Ne m w in Na NIe 1M W-W CA" PRESIIE88E4 NAL M M M m M M M 2/'-0' Mn PRIDifRE88E0 N.R.it 83 21+0• (2887 PRESrRE81® IN in to M w Me M M 4N De M M W. rn M M M w w Ian Na (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR, (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALES TAKEN FROM WEE LOAD TABLES BYCASTCRETE MAY 2D1a EDITION - PrEDABT PRODUCTS BY OTHERS TO MEET OR MOM VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS-PPMIDE MINIMUM 4.OF BEARING PAST EACH SM OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-7744078 www.abdmigngroup.com L AA N: 0003325 6 6 STIHDIV. as trot: ABBOTT PARK LOT ##9 BLK ##8 PROJECT 04181.000*-09081 MODEL• 4EBB 171828-CAU" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DAATa- 06/10/20 SCALE: 1/4"=1'-0" eN,EET 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 SCALE: 3/4"=l'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. ia�"d-O OS�F�P� .Q91 NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T F =FILLED W/ GROUT U=UNFILLED fA0 NO NOMINAL # OF #5'S, IN 2ND BOND W WIDTH BEAMCOURSE s�v0�16-1T/1B �/c NAL g?91 HEIGHT # OF #6'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1M/08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX -1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST•31MT' WINDOW SILL Z .E SLOPE a TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=V-0" TYR " BOND BE BOND BEAM 1#5 TYP. B"xl6" BOND BEAM 1#5 BOB DEL. BOND TOP OF BEAM W/ (1) #5 tj BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .ti; BOND BEAM GROUT SOLID FROM O LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL WI (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE L SCALE: 3/4°=1'-0" LINTEL, WIO STEEL (LI) REFER TO PLAN FOR LOCATIONS rno . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114') 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 14)8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1414" EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN, 2-12d PER BLK. EA. END —CMU WALL 5ARCHWAY FRAMING DETAILS SCALE: 314" = V-0' SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL N I BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BONG. BEAM 1-1. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=V" JUN 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL327W PH: 407-774.6078 FAX: 407-774-4078 www.abdealgngroup m l AA M: 0003325 C R � yss C 14 sUSDiv & LOT: ABBOTT PARK LOT #9 BLK #8 PROJECT/ 04181. 00-09081 MODErt 4EBB "1828-CALM" GARAGE SKIING: RIGHT 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 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1l2" 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = l'-0" JUN 1 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdeslgngroup.com L AA N: 0003325 ^ A a a M O egg? S UN aVBDIV ae LOT. ABBOTT PARK LOT #9 BLK #8 PROJECT 04181.009--09081 WIDDEL" 4EBB "1828-CALI" GARAGE OWING: RIGHT PARSE: FRAMING PLAN 160 MPH EXP. C D M` 06/10/20 8CALE: 1/4"=1'-0" SFIEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" OIC, SUBMIT SHOP "ROOFMALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9)10d x 1 j" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR (1) SIMPSON HETA16 HTSM20 WI7010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4)114" x 2 1 /4" SHEATHINGTO 16d x 1 NAILS TO TRUSS x 1 }" NAILS TO MAY ADDED 6", 8" x 4!-0NAILS, TITEN 2 ANCHORS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DBL , GIRDER. GIRDER. PROVIDE 5" O W/ 10d NAILS, 2 ROWS, 3" LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", B" x 4'-W MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 'NAILS TO GIRDER O� TO FACILITATE ONE CONNECTOR BLOCK WALL WI10102 TO TRUSS AND (4)1/4" x 2 1/4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM W, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) x 5" TITEN HD TO CMU AND (12) BOB CONT POURED LINTEL SEE ARCHITECTURAL O }" x 2SI TO GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 1 Ed TRUSSES ® 24" O/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HO TO CMU AND (18) SOS }" x GALV, COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W1(3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) } x V71TEN HD TO CMU AND (18) SOS J" x 3" tx2 SECURED W110d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = Ud810 LBS, L:770 LEIS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3MISPLACED GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG, 2x4 BLOCKING BETWEEN 314" T 8 G SUBFLOOR GLUED AND BRACE WI (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dx1n HOG NAILS SEAMS) 0'-0" TO 30'-0" (i) "X" BRACE ® EACH END. TOTAL OF 10 W-I- TO 60'-0 (3) "X" BRACE SECURE PT. PLATE (1)"X"BRACE @ CENTER /1 DIA. TO BLK W/ FLOOR (2) °X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' BOLT GIRDER 6'-O" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH OR 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED, AT 32" OC MAX. PERE AT 1x4 DIAGONAL PRE•ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD PO.TC. PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS BRACING, SEE STIFFBACK (AS PER 5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD MAY NOT BE (2) 10d's ®EACH TRUSS SECURE TRUSS TO TOP PLATE wl (2) N a F- REQUIRED TO BE IN6TALLED 16d TOENAILS 10'-0' O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5I8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18)16d z SE E SCHEDULE FOR 2x4 OR 2z6 WOOD BEARING 2-tn" NAILS TO POST., BOND BEAM RED. WALL W/SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING, SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .a. 1/2" GYP. WL BD. , a 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER a- • MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ° • 8 i ;. i . n. 10'-0" 0/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. c BTM. CHORD BRACING PRE-ENGD TRUSS SCALE:3/4"=1'-0" % �GIRDER/WOOD POST CONNECTIONS V SCALE:34"=1'-0" e J SCALE: 3i4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE: 3/4"=V-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114*0 HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER < 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 (Ft AND F2) LOAD CAPACITIES HOLE EDGE >5l8" 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 SUBJECT TO UPLIFT, F1, 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 < 315"0 DBL. STUD STUD NOTCHING NOT USED NOT USED 11 ALTERNATE MATERIALS AND BORING LIMITS 9 10 SCALE: 3/4"=1'-0" 11 N. RONALD REAGAN 8l LONGWOOD, FL32750 PH: 407-774-6078 FAX: 401-7744078 www.abdosigngroup.com AA 0: 0003325 O oil I BUBDM a LOT. ABBOTT PARK LOT #9 BLK #8 PROJEOT# 04181.000-09081 MODEL: 4EBB "1828—CALI" GARAGE E7►INC: RIGHT PACE: DETAILS 160 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d Q EA. 4'-V O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 3V-Ir (1)'V BRACE 30'-1- TO 69-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (i) "X" BRACE Q CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNMALUFLOOR SHEATHING FASTENER SCHEDULE"SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO.1x2, 2x WOOD FASCIANNECTION PER fENGINEERED SEE ARCHITECTURALSS MFG. 2xSECUREDW/(3)16d WOOD GALV. COMMON NAILS. 4"1x2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12"O/C AL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:314"=1'-0" VTCR SPACING (1) AT EA AND 6-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRETWOOD SHEATHING SEAMS) (BLOCKING TRUSS SS (TYP) Q 24" O.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 WI 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH�1i. 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. 20 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:401-7748078 FAX: 407-774-4078 wwwabdesigngroup.com AAA: 0003325 E Q 0 h 0 R a Btn3DTV. AO LOT ABBOTT PARK LOT #9 BLK #8 PROJECT# 04181.000-09081 HODsgrr 4EBB "1828-CALI" GARAGE NI IIMG: RIGHT PAGE: DETAILS k.160 MPH JW. C 12 DATE: 06/10/20 SCALE: 1/4"=1'-0" SHEET S3.1B 0 CABLE END Hlv RaoF �Ix-�1' ROOF WIND DESIGN PRESSURES NET ZONE 1 = 23.79 PSIG F (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-W END ZONE DISTANCE BASIC WINO SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" COX 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 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE ENO. ROOF/ WALL] FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATFIING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. a Z W Z 0 W Nea QU fn (D Of m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES JQ Z . 0 2 J � W z Z � 0 O 0 to y . . C� CZz7. Z _. N O . 9 J Y � N Q 2 OW UU w LU U F U w d W 0- TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS onnR cuceruwn �` m _-I ,'1 .mm --aki, I _�,Imm ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS 4 6" O.C. IN FIELD Bd RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS G 12" 0.BwIN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6M 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 CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -I OWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Paf 20 paf TOP CHORD-rxx-oulTent 10 paf STM CHORD -Ton-con Xm-nt ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXBW AGGREGATE SIZE SHALL BE3M. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON43EARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3M. T U S MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS 4 6" O.C. IN FIELD Bd RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS G 12" 0.BwIN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6M 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 CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -I OWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Paf 20 paf TOP CHORD-rxx-oulTent 10 paf STM CHORD -Ton-con Xm-nt ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXBW AGGREGATE SIZE SHALL BE3M. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON43EARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3M. T U S MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF PROVIDE 64#L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALLSLA&RON-GRO#D WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHABE DRAWINGS. BE" UPPED 61NCHESAND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE IUM TO RETENTIONOF 2R FORM -WORK: DRAL (DOT). WOOD FELS CRROBORATEDTETTRAHE STRUCTURAL USE THAT SHALL E TTREAATED FOR ANY FRW 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, WI DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN IT OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2017, 61h 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.DEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp 02. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A1S5, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOW TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3--0' OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS. DOSS' AND BE MANUFACTURED FROM STEEL REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A815 A MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPUWTCA BCSI 1" AND VERTICAL BARS SHALL LAP 6 z BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED REVIEW. TYR MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 1.#5 WOOD TRUSSES. BAR - 30" #7 BAR - 42" DEAD LOADS FOR THE ROOF R FORC N B C T NUOUS Y LAPP D AT SEPTIC AND AROUND CORNERS DOW ROOF & LAYOUTS AS PROVIDE 36' z 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS R S LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. p TOP CHORD pet 70P CHORD (7 paf 17 Nd ASPHALT SHINGLES) (1 paf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. 10 pat BT M CHORD 5 psf BTM CHORD 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf FLOOR PROVIDED ON THESE PLANS ARE TO BE USED A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 10 CONTRACT RUN IN I G AIRS ON I L E ES EL 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: 10paf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) 00 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: 200psf, 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: SOPsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4Opsf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES-(ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT F T E MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY O H C NT CTOR TO VERIFY 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 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm =1500 PSI. BLOCK SHALL BE PLACED USING 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 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 C476, 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 PUN. THE GROUT MD( SHALL HAVE A MAXIMUM 318" 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 FOOTING • TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED M D-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB BE COMPACTED A DRY DENSITY OF AT LEAST OF THE RE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SHALL BE NOTED. YSHALL A 7. T MODIFIED PROCTOR MAXIMUM RV DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL MAXIMUM BE CELLS TO DE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANO/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ODNCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 KSI FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A300, GRADE B. = 46 kS. STRUCTURAL PIPE SHALL BE ASTW53, GRADE B, TYPE E OR S, Fy - 35 kN. TUBEAND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERIME STAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHER BOLTS NALLBEASTMBOLTSWITHWASHERSUNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEEDSH- PRIOR TO THE ADDITION OF PLASTICIZER. W BE TIGHTENED IN ACCORDANCEE WITH THE TURNOFF -THE -NUT METHOD, CONCRETE SHALL COMPLY WITH ALL THE REOUREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME4RAMPED WHEN CONCRETE IS BATCH®. THE M XRNUM TIME ALLOWED FROM WHEN WATER IS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ADDED TO THE MIX UNTIL ITIS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH 18 HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SNALL NOT E PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOW: A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY UPOED TO EARTH FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER: I-IWFOROANDSMALLER 2' FOR#8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.12' FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRLWS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND D OR BUCK FA T NER FASTENER AP D',T- SUE TYPE SPA- REMSN(S APPLICATION S. TYPE SPACING REMARI6 1#PTFURRSIGTO MASONRY/CIXJC GSE HARDENEDOOE NNL 11?LONG BOX: -EWORBUCN TOMASONR-C. 1N'DM .-ER TAPCON MASON iY FASTENER SD,C 11?E 13,4-ENOOST., 11?EOGE DST. SGD, AL. -DOORS CASE NARDENEO COa YO'L WWOOW/pOIXLF/STENEO GARAGEp00RBUCK 1?DM. YH PEAED.,d'END IT, 1. PT, SEE NOTES NAIL 11?LINO. STAOGEREO SVTOM/SONRVICONC. TO MASOMiYAXXIC. WASHER E%PANSION BOLT yqO WEDGE DST. WINDOW BUCX HAR CASE DENED COIL B"dC WINDOWIDOg-TENED METALSTI-TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NDiEa NAR11?LONG. sTAcoEReD I-MAs- MAsoNLrlcoNc. REQUIREMENTS EXT. SWING DOOR q)M1S9M. TA- 1S"O'C 11?EMSEO. B'EED. NON-EEAPoNG W000 1- EXPNIBKkI d'EMBE0. 6'EW --.SEE- WASHER FASTNER DIST., I U2 EDGE DST. WALL TO CONC.9LAB WI WASHER BOLT DST.,TEDGE GIST. A Pf wN00'WBINX B.1S8'PAfB-OIC d' END. DIST.. 11? Pi T09N EL COL., SEE wI WASHER STAOGEREO EDGE DISH O 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. PAF SHALL E 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. 1X MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS R PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 - www.abdes(gngmup�Com AA & 0003325 J a� 3 ypy y R ca exmDly & TAT: ABBOTT PARK LOT #9 BLK #8 PROJECT 04181.00 -09081 MODEIa 4EBB "1828-CALI" GARAGE EWING: RIGHT PAGE: DETAILS 160 H EXP. C j Xuff 0 08/10/20 SCALE: 1/4"=1'-0" Is S N 1 9 798o broacPPo,v� '2�.PA.Yr ir�lw� a�— It