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HomeMy WebLinkAbout7139 Steer Blade Dr99 2045-LANTANA99 Mt FOR: B HOR110N rs{�Y 0?,\t'Dr� �,` GODB QQ+���,�a /i~"# 45;�!1SW44%O&P, 6f F 12602 TELECOM DRIVE, TAMPA, F1 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 f TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nam > G �, pm)�, ors y�OI "AM I STALLS ME -OCCUPANCY - RESIDENTIAL. GROUP R3 -coxsTRllcrloN TYPE - vB MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH .EXPOSURE - 9�=118 MPH -I -STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL ABV. ABOVE IAV. LAVATORY A/D AIRCONDITIONINGMUM LUMINOUR ALT. ADJUSTABLE M.C. MEDICINE AM ALTERNATE MIN. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MID. MOUNTED CLLO. CABINET N.T S. NOT TO SCALE CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT CARPET AR ETIC TILE PH. P ONEUTTON D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD DATE DESCRIPTION 06/2'/AI "°°'�-° EN D ARCHITECTURAL SHEET DESCRIPTION 07/E4/19 ADDED PENDENT IJGRiLIG AT ElT'CFBD! PG C1—CO R SHEET PG u=Fcio0 RPLANN01Es PG A3DD_ELEVATIOON "D" FRONT REAR CI �q• HT PG P1-E�NG P PG Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG D2-DETAILS 07/24/19 ADDED STONE CAP NOTE ON FRONT ELEVATION 10/01/19 ADDED 160-D FROM ®7fiIli66R ID/11/Is UMTED I= UGHT11 Pu D.E. Norm Ta/aa/la UPDATED a�AEAra EIECeucAe narADa PER D.R.SURlON Ts/oa/ta DPDA7so Tm NeoN caN xs m r me D� 02/19/20 ADM 1e0-C FR0T1 RNCVUU 01/a/s1 NADe 2=1112 CRANORI FROM RNO. FOR sow rnDe cRANOE AND STATE CODES D.G. D A. DIM. DISP. DP. DR D.S. DTL' D.W. EA. EQ V. EXH. EXT. F.GIPX. F.G. FIN. FLR FLUOR Pic R DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH EQUAL GN EXHAUST EXTERIOR FIXED GLASS FUELGAS FINISH FLOOR FLUORESCENT FRENCH PR. P.T. R RAIL R.A.G. REF. SM. R.O. S.C. S.D. S.H.. SHWIL SHWR SIN. SL SE GL. STD. SWS TEMP. PAIR PRESSURE TREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROD M SOLID OPENINGEXT SOLID CORE EXT DR SMOKE DETECTOR HEET HUNG SHEATHING SHOWER SIMILAR SLIDING SLDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS G WA2-W ASSEMBLY DETAILS P WA3-Wift ASS,DSAI S PG WA4-W ASS MB Y D AILS PG WAG -WA A39EMH Y DE5T0 G WA -W EMBLY AILS 01/06/R1 I IVA71DiD nM I = Tas 80a0 FM STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 T SQ.FT. CALL. S LIAWG 2040 BQ. FT. faARAlAE 45,4 $a FT. ENTRY (ELEv. D) MS fill. FT. COVERED LANAI 221 bGL FT. Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 215D 6a. FT. GAR. DISP. G.F.I. GL. GARBAGAUGEGED DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS T.O.C. T.O.P. T.O.S.".TOPOFS TYP. OP FCURB TOP OF PLATE AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG 9I-FOUNDATION PLAN PG SI.2-DOWEL PG PG 912A DETABB ] �gT Epp( 92.1A-DETAILS PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED HE. HOSE BIB OTHERWISE HDR HOLLOWCOS WV... VAPOR WASHER HOT. OR FIT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD DRAWING CONTRACT DOCUMENT / REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR wow. W.WIH WINDOW WAOI�iGHHEATER PG PG 93-FRAMING PLAN G 93.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG 93.1H-D PG S3.1C-D TM PG 9N1-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE I9 FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BOA DER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE JCTION BA Or qr.T F'A It C N I T 1 C T bw- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774607E FAX 407-774407E www.abdesigngroup.eom L AA N: 0003325 >!UBDM se 1./011: SILVERADO LOT: 9 BLK: 14 PROJECT# 03719.000- 09141 MODIBBA "2045-LANTANA" GARAGE 8TrDF 3: RIGHT PACE: COVER SHEET 50 MPH E GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 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. 811E WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER 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. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 ARCHITECT/ENGINEER. 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 148INCHES 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 V 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 MW NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY 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 T CONSTRUCTION, 0 NEW CONS RUC ION. 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 ROOFIWALUFLOOR 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. PLUMBNIN 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 FBCR SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2, EXTERIOR WALL COVERNiO! 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 FBCR TABLE R3012(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR NONHEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "C 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-CIO63 -198 AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CENJNGS 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 AS DESIGN GROLIP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A N C N IT E C T S 5 Group. Al N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngmp.com AA M: 0003325 ounDrv. /e LOT SILVERADO LOT: 9 BLK: 14 PROJECT# 03719.000- 09141 moDElj "2045-LANTANA" GARAGE 917n O: RIGHT PAGE: GENERAL NOTES 50 MPH FXP. Bj 15 D � 01/28/21 acALE:1/4"=l'-0" 9*1z T GN Ir11� ^ � NMI 0Co 0-0 0l1/'0 or////11/////(ono!/I0 p Bwmmi - -TRAY CL&- TO 101-C o or g o➢/////Ila 011////lialm+- � - "-� alloll////o Riio ' - - - - O l - • • �I - � ,• _ ��� • real - IN - i .. ,. RM O _ tJI'11 p li� JjMULLAMW0 - SEE DETAIL a 'r u,74., o ,, e _ l �' p - - a i o - GAME - 0 ;UI'11 p p o - - - 151/0 - oll///t//I'0 M I � - I i' HD EXTERIOR MASONRY WALL 5RGz HEKal-ITS 9'® SQ.FT. CALC" S LIVING 2045 Q, SFT, GARAGE 454 SO, FT, ;p P �S ENTRY (ELEv. D) 35 SQ, FT. COVERED LANAI 221 Sa FT. TOTAL 2155 sa FT. FLOOR PLAN NOTES - ALL OR`ENGIONS AIRS PROM FACE OF 1 li' DLOCK WALL (OR NOW OF FLOOR GLAD) TO PAGE OF uW..l. STUD UNO. - ALL INTER OR WALLS ARE 3)P UNO. - DRYER VENTED THROUGH ROOF MR), NOT GCREE ED. • AIR CO'IPRESGOR SET ON 44A4 POURED LONG PAD. PAD BEGINS S' PROM EDGE OF STIIIOTIRE. - SEE SHEET GN PO! CAPWJ L AND STANDARD BUILDING NOM ALL WADITADLE ROOM TO HAVE ARC PAULT CIRWIT Ni - ALL FULL HEIGHT BLOCK WALLS DETWEEN FILLED CELLS WITHOUT ORNINGS AIRS GFlAR WALLS. TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'x12' SOUARE LATICRETE BY HYDRO BAN. RO. SHALL DE 145' x 14D'. BOTTOM SHALL BE INSTALLED AT 54' AFF. UNO. 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 OPENW36 BETWEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LE88 THAN 1 3/6' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP MATERIAL TO PLANvARIES GARNETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX BAR REINFORCING KITCHEN AT ENDS OF PARTITION ARIE 4 BRACKETS AS BASE C WALL CARNET NECESSARY. 2'X6'X35-I/4' LOW WALL 2 2'X6' STUDS • I6. O.C. W/ 1/2' °R'T`W"L` A SCALE. NTS BAR DETAIL FLOOR PLAN SCALE, 1/4' " I'-0' oolraelrwo INOLDAae BA/Cl/OE>Q'OAAE 8837010Q1BI8 01901011 I � mWN�� NOY" FOOTAGE MIN. WINDOW l0 5 25/-33 CRITERIA EXTERIOR SWING I6 5 24/-31 DR MIN. CRITERIA SAD. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 20.1/421 8010 CAD. 54, 5 21.6/-211 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=A, EXP.-B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Ommigtosu a»v ­•V LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA M. 0003325 i 14 I 0�g aUDDIV. Ae LoTil SILVERADO LOT: 9 BLK: 14 PROJECT# 03719.000— 09141 MODEI4 "2045—LANTANA" GARAGE fili RIGHT PAGE: FLOOR PLAN 50 MPH E I W-4' BRG. HGT.o RAISED STUCCO BAND FOAM CAP CRICKET -� L S'-4' SRG. HGT.o AREA OF ATTIC = 2755 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2755 /300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322.4 SQ, IN. MIN. REQUIRED VENTILATION IN UPPER = PORTION OF ATTIC .5 X 1322.4 — 661.2 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 661.2 /115 TOTAL # OF VENTS REQUIRED = 5.74957 TAL # OF VENTS PROVIDED — 6 SQ, IN PERLINEAL SOFFIT VENTILATION AREA = 11.736 FOOT = 661.2 /11.736 TOTAL LINEAL FT OF SOFFITVENTING REQUIRED = 56.3395 LINEAL FTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) ,CIS' -mom BLDG.HGT. _ 0l4'-Z' BRCS. HGT. / CLG W.T. 12 5 SHINGLE ROOF I■I■I■I■'•I■I■I■I A-r----- FRONT ELEVATION LEVA N TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO ISE INSTALLED PER MANUFACTURER'S SPECIFICATIONS lllll� REAR ELEVATION TEXTURED FINISH 0'-4' BRCS. HGT. 5' RAISED STUCCO BAND (rn ) STONE VENEER ,oS'-4' SRG. HGT. --------------------------- I I I I W RAISED STUCCO BAND (TYP) i I I I i N 0 I I I I I I I I I � ._-------------------------- ENTRY DETAIL A SCALE, 1/4 " I'-C' FE A a c N I T I c T: 6 Group. i441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 BUDDIV. ae L02' SILVERADO LOT: 9 BLK: 14 PROJEOT* 03719.000- 09141 MODEU "2045-LANTANA" GARAGE 8WMG: RIGHT PAGE: FRONT & REAR ELEVATION „D., 50 MPH EXP. REAR ELEVATION TEXTURED FINISH 0'-4' BRCS. HGT. 5' RAISED STUCCO BAND (rn ) STONE VENEER ,oS'-4' SRG. HGT. --------------------------- I I I I W RAISED STUCCO BAND (TYP) i I I I i N 0 I I I I I I I I I � ._-------------------------- ENTRY DETAIL A SCALE, 1/4 " I'-C' FE A a c N I T I c T: 6 Group. i441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 BUDDIV. ae L02' SILVERADO LOT: 9 BLK: 14 PROJEOT* 03719.000- 09141 MODEU "2045-LANTANA" GARAGE 8WMG: RIGHT PAGE: FRONT & REAR ELEVATION „D., 50 MPH EXP. A C N I T■ C T i OFF RIDGE VENT OFF RIDCsE VENT 14'-2' 5I3. HGT. 4 GLG. HGT. 6 o ENTRY %'-4' BRG. HGT. 9'-4' BRA. HGT. STONE 6 d VENEER -0' is E71 Dn +3 0'-0' FIN. FLR `� 0'-0' FIN. FL mill R a ._o ., - - - - - - _—_-----------------------------_-- - wrr a�a --- RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT I S 14'-2' BRG. 1-6T. / GLG. W.T. ------ o ENTRY ,o9'-4' BRA. HAT. 9 STONE °D 0. .3 VENEER c' 0'-0' FIN. Groupan 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 i y SVHDIV. M LOT: SILVERADO LOT: 9 BLK: 14 PROJECTS 03719.000- 09141 MODEL: "2045-LANTANA" GARAGE SwMG: RIGHT PAGE: LEFT & RIGHT ELEVATION "D' 50 JJPH LEFT ELEVATION FE 5 Z TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AM7 A I Dw�TIM 01/28/21 SCALE: 1/4"=1'-0" SHEET A3 D ELECTRICAL LEGEND SYM. DESCRIPTION di STANDARP SWITCH -I�" -WAY SWITCH .y} -WA7 SWITCH IMMER SWITCH HE BUTTON ISCONNECT T HEFlMO8TAT MALE RECEPTACLE (128v/20-AMP INGd.E POLE) � 101C DUPLEX RECEPTACLE =0 10v DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROOF/GFI CEPTACLE (GROUND FAULT TERIUPI R) IOV QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECTOR) TED RECEPTACLE OUNTED LKaFIT MOUNTED LKTHT NT ILKsHT LKaHTCONCE J*A PRE -WIRE N WITH LIGHT (I CFM PER SQ. FTJ LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE RCK LIGHTING TTIC LIGHT WITH PULL CHAIN OVER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECE88E0) m 'x4' FLUORESCENT LIGHT (SURFACE IOUNT) 'x4' FLUORESCENT LIGHT (RECESSED) ul 88 LKaHT 88 LK�NT (VAPOR PROOF) 4j'_ECTPtjCAL NG MOUNTED LIGHT WITH J-BOX OPT. FAN PANEIL WELD VERIFY TION) X (WALL MOUNTED) X (CEILING MOUNTED) EILNG MOUNTED FAN ® T FAN (I CFM PER SQ. FT.) JACK I-Q DETECTOR (WALL MOUNTED) Q DETECTOR (CEILING MOUNTED) ® NOUN ) MIMEING MOUNTED OUTLET 1115jWM"W OPENER TV JACK -� PORT LOCATIll JACKS 41 PHONE OUTLETS FANG • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FECR 1th EDITION (2020) 4 NEC 210)2 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M@013 FI!ICR 1th EDITION (2020). • LAUNDRY ROOM RECEPTACLE &HALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METI40D SHALL DE NON METALLIC CABLE PER ELECTRICAL PRDVAGIONS OF FECR 1th ED (1@1>QL • ALL WORK TO COMPLY WITH WITH ELEEDCT0AL •POMSOFLBSR1THR0). AED SHEY B1ILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th FOR MICRO/ HOOD ABOVE LIGHT ELECTRICAL PLAN SCALE, 1/4' • I'-0' •8 I II• I I � I I I Ift I I I l 1 LED LIGHTING ® DOUBLE LAV. BATH I ELEVATION D METER FIELD VERIFY LOC. LED LIGHTING ® SINGLE LAV. POWDER BATH ELEVATION D I I I I I I I I I = I LED LIGHTING C� SINGLE LAV. BATH 2 ELEVATION D LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 1 2045 IMODEL 2045 SO, FT. GENERAL LIGHTING X 3 VA, PER SQ, FT. 61351 2 20AW APPLIANCE CIRCUIT AT 1500VA EA. 3 1 LAUNDRY CIRCUIT AT 1 1 RANGE AT NAME PLATE RATI NG OR COOKTOP/OVEN 12 1 WATER HEATER 4 1 DISHWASHER 1, 1 CLOTHES DRYER 5 1 DISPOSAL 1 MICROWAVE 1 1 REF. 1, SUBTOTAL OF GENERAL LOAD 3653 FIRST 10 KVA OF GENERAL LOAD AT 100% 30, REMAINDER OF GENERAL LOAD AT 40% 26535 VA.X 0.4 1061 TOTALNET GENERALLOAD 20,61 4TON HEAT PUMP #128AMPX 240VA 6 10 KW ELECTRIC HEAT AT 65% NET GENERAL LOAD 2061 NETTOTALHEAT 13220 TOTAL LOAD 33, FUTURE GROWTH 10% 3383. CALCULATED LOAD FOR SERVICE 37,217 VA/ 240 V= 155 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,293 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,00D @ 7096 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489/240= 78 A #2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3 24S CU, I % CU GAP T" CONDUIT OR FRV ODE 3 4V AL, 1 V AL GIRD N 2" CONDUIT. (CONDUIT TO TERMINATE AEOVE SOFFIT • OVERMANW 200 AMP ELECTRICAL RISER fI NOT TO SCALE GENERAL NOTE& A EI-ECTItlCAI- MATERIAL! AND NSTALLATI" cmmy cR'LY WRN ELECTRICAL PROVSIONa OF M COMDNATION eeRVICE DISCONNECT 2" AMP 120440 VOLT I FHA THE PECK 1RI EDITION (20201 LOCAL CODES, AND OUT04 AND ELECTRIC MLO PANEL ALL LOCAL POWER C40F7'ANY RNCUNFAFENT& METER N N#MA Q ALL C2CWTOM SMALL EE T1'PE TWNAHUN UNLESSTED NOOTHWQW - ® ' LTI0.OEI4UE POICR CO'P/NY TRANaFORlR aoe maurmncE IYiI#ToIR t�nevlalaN SERVICE O1114441C! MOU'"oNT NTEMYSTEM MOWING TERMINAL AT GISADE LOW VOLTAGE CONNECTIONS PROVDE 260 AMP, 1204490 VOLT, I PHASE 1 SECONDAIET ELECTRICAL alRVICE. PROVDE 3 2/0 COPPER (CUU IN2" PIA SCHROULE EO PVC ON CDUIT OR PROVIDE 3 VAS ALUMNM (AL) N 2" DIA 60MC . LE M PVC CONDUIT UNLESS SERNCa IS PROVIDED 6Y THE ELECTRIC COMPANY. COOMNATE NITN THE ELECTING COMPANY PRIOR TO no. 1 V CU aERvm GROUND CONNECTS TO CONCFjn EIVCAOED FOOTER STEEL PER CLECTRICAL PROVSIONS OP RaGJa TTN EDITION (202E1 DA" CIA X 0 FT LONG COPPER CLAD GROUD ROD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 'cl sVDDIV. k LOT: S ILVERADO LOT: 9 BLK: 14 P1tOJECT* 03719.000- 09141 MODEL: "2045-LANTANA" GARAGE 9WDFG: RIGHT PAGE: ELECTRICAL PLAN 50 MPH E . VTR IIR' VTR 2 �• KITCHEN ,I I 1 sw I ^ � Il1' I r4 W/ 1 1 y 1 2' I I/2' I I VENT 1 SHWR 2• j L v. 1 ICI z• I l .I I I I LAY. 5 I PRE_ WASHER L f°L.UN1Ei 2' 3• 1 VTR I LAY. <2' I1 �j 4 TUB/ I TO skuR I MAIN PLUMBING RISER PLUMBING PLAN SCALE. 1/4• . I'-V' A N C N IT N C T 8 6 Grown Al N. RONALD REAGAN 80 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 S �i AN ON€ BUDDIV. ee X.OT: SILVERADO LOT: 9 BLK: 14 PROJECT* 03719.000- 09141 GARAGE XWENG: RIGHT PAGE: PLUMBING PLAN 50 MPH RV. Bi Dwa� 01/26/21 9CAI.E: 1/4"=1'-0" BDEEET P1 HVAC NOTES 1, ALL MECHANICAL EQUIPMENT SHALL 8E PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL CE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PA15 4 MASTIC, AND INSTALLED AS PER MC 'ITH EDITION (2020) MECHANICAL DLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 24.1 4. FRESH AIR INTAKES &WA L NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 'ITH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOM CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403, S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MACE -UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS AttIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT _ TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER VMECHANICAL FBCR 1TH EDITION (2020) OLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. /— FIN, FLOOR / OR WALL BRASS PLUG —� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56OW NSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYPN LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OW O CEILING EXHAUST FAN RCEILING EXHAUST FAN a LIGHT 0/4 OUTSIDE AIR ® TFERMOSTAT m PASS-THR) AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16'X'1' TAPCONS CONUNIITR SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE GLAD SECURE STRAP TO WIT W/ (2) 'SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE- MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE, 1/4' " 1'-0' ■ F G e inn 1-Ai N. NvnwLU N- N m-vU. LONGWOOD, FL32750 PH: 407-774.8078 FAX 407-7744078 www.abdoeigngroup.com L AA 8: 0003325 J 94 AN BVnDIY. do LOT: SILVERADO LOT: 9 BLK: 14 P1tOJECT# 03719.000-09141 bWDEL: "2045-LANTANA" GARAGE 9WING: RIGHT PAGE: MECHANICAL PLAN 50 MPH Dw�TIM 01/28/21 SCALE: 1/4"=1'-0" >s2iEET M1 ON PER &R 2X4 TOP PLATE i A I C N I T I C T ICY PRE -FAD TIW88 Y!' cCw BEAD TMICK � COAT Y CI.11 aR IR' CLG. BOARD M� aTRSitRN. FOR op®cnY ro ATTACM eTOF nAeaaeY arI-.T.ao �gj n °"'�&FM Grou�'�� TUDS IN 5' DIA. SLEEVE, °ate' PARTITIONS SUPPORTING DO NOT CUT APPPV AL PWQ I/2' pRYWALL WALL HUNG PLUMBING REBAR. c"�' Axo «� eACIORAoo 1441 N. RONALD RFAGAN BLVD. FIXTURES AND WALL PIPE u.ATwee~ LONGWOOD,FL32750 CA51NETS SHALL 5E NOT M"Ift ALL PH:407-77446078 ua LESS THAN 2x4, WHERE BOND BEAM O NOT CUT ►r+e ra aFowe ALA ARCIND(BY SOLID GROUT THE BOND MIvaf[0. coOR ruwr' FAX 407-T744078 SPACED NOT MORE ,gyp TpW=aRAaa» wwW.abdeelgngroup.com BT. 2X4 WOOD w/ (I)- 5 BEAM rAaTaxao ro AA N: 0003325 PLATE TO 81.A5 STUDS .24' THAN 16' O.G. OR, NOT _ ""0OD PASTOM 0� FIR aALv. aTaNu. (2) COURSE KEBABS n�oOucr OveiaRAD DOM W/ I0d MASONRY o•C. LESS THAN 2x6, WHERE NAIL . 3r Or— 10 SPACED NOT MORE MAX -- ,' APPROVAL R!Q VRWTCAL TRxx OT4�a BY M^F.DaM TO Flom FAaT Flom. THAN 24' O.G. vv MMK DMAGIC s BLAB AN'RDVAL PM FM. FLR 2a PIPE THROUGH BOND BEAM zs_GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS �1�TYP. INT. WALL (NON— BRG. ) D1 SCALE:3/4'•i'-Na' D1 SCALE: I I/2'■1'-0' "•.'''' D1 SCALE: 3/4'.I'-C' FIBERGLASS, SHINGLES FIIBERGLA88 81II14CAES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.L ROOF SHEATHING 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TVW66ES WITH UNDERLAYMENT AS PER FSCR 905.1.1. ROOF 814EATHNG THICKNESS AS PER f 114 FIBERGLASS SHINGLES, THICIQ'IESS AS PER PER STRUCTURAL DETAILS SHEET BPI. WITH UNDERLAYMENT AS PER FBCR 905.1.1. SWEET BPI. SECURED PER A8 PER FDCR 9051.E ROOF14GFASTENER SCHEDULE SECURED PER ROOF SHEATHING THICKNE88AAS PER FASTENER SCHEDULE SHEET SNI. THICKNESS AS PER SECURED PER STIFFBA•CK AT ALL UPRIGHTS SWEET SNI. SECURED 5/8' GYPSUM 130 FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER SCHEDULE 8 ¢TRENGTN GLc% 2x FASCIA PER MAX '— -PRE-ENG WD. TRUSS Ak 2x FASCIA PER BOARD IRENCE ELEVATIONS o. ELEVATIONS STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT PRE-ENG TRIM SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS WALL SHEATHIING COW. 2x RAT RUN SECURED PER INSULATION R-VALUES THICK4ES8 AS PER STRUCTURAL DETAILS WALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE EVER R-CODE FORMI5 FOR ' SHEET SNI. SECURE PER THICKNESS E PER PER ELEVATION FASTENER SCHEDULE SHEET SNL SECURE PER 2x FASCIA PER TY 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS p},I. ELEVATIONS S/S' GYPSII'7 BOARD OR 1/2. ON SWEET SNI. R-4.1 INSULATION PRE ENG• LADLE TRUSS ON NG HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2 PT SECURED PER x R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING RENCE STRUCTURAL STRIPS • 24' OC I/t' THICK, 2 GOAT PORTLAND P.T. FURRING Ix2STRIPS S' GNA,t CEMENT PLASTER APPLIED 0 241/2' THICK. 2 COAT PORTLAND DIRECTLY TO MASONRY ' 2 COAT 1/2THICK GYP. WL.,00 cm CEMENT PLASTER APPLIED I/2' GYP. WL. BD. CEMENT WOOD SAGE DIRECTLY TO MASONRY -TE WOOD BASE APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRL L }� 0'-0' FIN. FLR 0'-0' FIN. FLR 0'-0' FIN. FLR a n W/ <a WINDOW OPENING .a W/ WINDOW OPENING TYP WALL SECTION " 13 NO OPENING NOTE: NWx PER SECTION F5CR 500.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN BVHDIV. & LOT: SILVERADO LOT: 9 BLK: 14 PROJMCT# 03719.000-09141 MODRIA "2045—LANTANA" OARAGB B11WG: RIGHT PAGE: DETAILS 50 MPH XP. 4 1—STORY HIP BLOCK WALL 4a2, A (2) LAYER UNDERLAYMENT 5 1—STORY GABLE BLOCK WALL , D1 SCALE, 3/4'.I'-C' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE: 3/4'.I'-V' SLOPES OF 4:12 OR GREATER (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE II, ASTM D 406S TYPE G 1 IV, OR ASTM D 6151 F J DA;CIC: 01/28/21 SCALE: 1/4"=1'-0" si te= D1 2X6 P.T. • CENTER OF DOOR WEADER SEGUED IV (1) N' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X W WASHER 4 NUT OR aV (2) V2- X 8' ANCHOR BOLTS W/ 4' MN EMBEDMENT W 2' x 2' X V8' WASER 4 NUT 11 IN p SECURE 2.4 ON PLAT TO MILK III W/ MASONRY NAJLS. 2X6 GARAW DOOR SUCK SECURED Ulf (6) W' X 8' J-DOLT OR ANCHOR IS BOLTS, W/ 4' MN. EMBEDMENT, UV 2' X 2' X IW UU49FER 4 NUT. (V wTNIN 8. OF TOP, (1)UTNN P OP THE sTM, (3)EVENLY SPACED. to R m III 110 10 0 NOTES, ALL ANCHORS ON" BE N ACCORDANCE TO MWiiACTURER'S INSTALLATION INSTIOJOTIONG WHERE MUCH NATIlUCTUNM ARE MC44E 6TOMMMINT GARAGE DOOR BUCK ATTACHMENT 8 Ien6 07 s• crlJ VZ' DRYWALL 1•X4' P.T. Done DOOR IX4 P.T. OR W4'x4' MN SEGUE TNW FRAME 4 EMEND I-V4' NTO NAILER BLOCK UV 3A6' TAPGONS CANNING (MN SWANK 612E Jos MN HEAD INZE J00 MN EMBEDMENT 1-1/4' WITHN 8. OP EACH END JAMB OR WNDOW 4 W O.C. MAX SPACING ATTACH TO 2X PER MANUFACTUES DETAIL& NOTE, 814M AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4'1 DOOR JAMB TO BLOCK +3/4" OR +5/4" /1RLNDOW TO BLACK +3/4" OR +8/4" L�� 2X4, _ 6ECLM TO CLOCK IW 3AW TAPGONS MN SWANK 61ZE J4S MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHN S' OF EACH END 4 10' = MAX 6PAC 4CL 2X6, SEGUE TO BLOCK WW2) 3/16' TAPCCNS MN SI4NGc 612E .H6 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') S. CMU WITHIN 8' OF EACH END 4 IS, O.C. MAX 6PACWK IR' DRYWALL 2X& ® PX4' GEOJIE TO BLOCK P.T. NAILER WW2) 3/16' TAPO" DOOR CAGING MN SHANK 61ZE .14E MN HEAD SIZE I00 MN EMBEDMENT 1 V4') WITHIN s' CF EACH END 4 W O.C. MAX SPACING, DOOR Joe OR WINDOW ATTACH TO 2X PER t' N ACTUEB DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" c DOIf TO LOCK +1 1/2" 2)(4, WE SECURE TO BLOCK W 3/16' TAPCONG (MN. SHANK SIZE 30 MIN. HEAD SIZE 306 MN. EMBEDMENT I LW) WITHIN 8' CF EACH END ! Y' O.C. MAX SPACING. 2X6, m SECURE TO BLOCK 11102) 3K' TAPCON6 MN SHANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 UT14IN 8' OF EACH END 8' CMU 4 W OC. MAX SPACING, V!' DRYWALL 2Xs, eff UIE TO BLOCK PX4' WW2) SAG' TAPCON6 P.T. HAILER MN SHANK SIZE .Wb 1/16' O.S.B. X 4' MN MN NEAP SIZE JIM MN EMBEDMENT 1 1/49 DOOR CASING WITHIN S' OP EACH END 4 W OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANrACTUOO DETAILS. NOTE, MIIM AS NEEDED TO PLUME JAMB (00 NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" ` mag TO BLOCH +1 16/18" 2X4, m 6ECUE TO BLOCK W/ W16• TAPCONS MN GNANK SIZE J46 MN HEAD SIZE JOO MN EMBEDMENT 1 1/49 WITHIN 8, OF EACH END 4 10, OC. MAX GPACNG. NOTE, STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SEWED SECURE TO BLOCK TFI110" NON-STRUCTURAL WK2) bib' TAPCON6 3AW TAPGON MN 1.1/4' MN SHAHS SIZE J46 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MN EMBEDMENT 1 1149 WITHIN N OF EACH END 8' CMAJ 4 W =MAX SPACN$ V2• DRYWALL 2XI, cm BLOCK P.T. WW2) 3/li' TA.PCONs WK21W ' P.T. NAILER MN SWANK SIZE J45 DOOR CASING MN WEAR INZE 300 MN EMBEDMENT I V4.1 WITHIN S' OF EACH END 4 W OC MAx SPACING. DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" y T►D'i W TO BLOCK +2 1/4" 2x4, = SECURE TO BLOCK W/3/16' TAPCONS (MIN. GHANK SIZE J45 MN, HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 W O= MAX SPACING. 2)(6, m SECURE TO BLOCK WK2)SAW TAPCONS MN SHIAW SIZE JO MN HEAD sin JOO MN EMDEDI'1ENT 1 1/49 WITHIN s' OF EACH END 8' CM 4 W O.C. MAX SPACN& 1/1• DRYWALL 7X8, CM SECURE TO BLOCK PX4' WK2) 3/16' TAPC046 P.T. NAILER MN GNAW SIZE .14E DOOR CASING MIN. HEAD NZE JIM MN EMBEDMENT 11149 WITHN 8' OP EACW END 4 W OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANU•ACTU1111E6 DETAILS, NOTE, SNIT AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +3" �tm�n* TYX Rrnetr as^ 2X4, = SEGUE TO BLOCK W/ 3)16• TAPCON6 MN GMANK 612E 146 MN HEAD SIZE 300 MN EMBCDMENT 1 V4.1 WITHIN 8' CF EAC44 END 4 B' OC. MAX 6PAC M NOTE, 6TRUCIUML 2X MUST BE 2X6, m ON OUTSIDE 4 sECURED SECURE TO BLOCK THROUGH NON-6TR4TURAL WK2) SAW TAPCONS 3/16' TAPCON MN 1-1,14- (MN SHANK SIZE J48 EMBEDMENT INTO BLOCK MN 14EAD SIZE 300 MN E40EDtMW I V4•) WITHIN 8. OF EACH INC) 81 CMU 4 W OC. MAX SPACING — V2' DRYWALL 7Xt, m 1•X4' SEGUE TO BLOCK P.T. NAILER 101013/16' TAPYAN6 MN aHANK SIZE Jo DOOR CAGING MN HEAD SIZE 300 MN E'BEOME T I W WITHIN S' OF EACH END MENDER WK2JQd WITHIN 4 18' Or- MAX SPACING. DOOR JAMB ID B OR WOW ATTACH TO 2X PER NOTE, 614M AS NEEDED TO PLUMB MANUFACTUES DETAILS, JAMB (DO NOT EXCEED V4') 2N4D 2X BOOM TO STRUCTURAL 8' OF EACH END 4 6' TO 8. OC. MAX DOOR JAMB TO BLACK +3" �= f Tn R2nrlr 4-R" 2X4, _ SECURE TO BLOCK W/ I/4' TAPCON6 (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN a OF EACH END 4 *Or- MAX 6PACM 2X6, m SECURE TO BLOCK WW2) V4' TAPCQ" (MIN. SHRANK SIZE J46 MN HEAD 612E 300 MN EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 W O.C. MAX SPACING. 2XGa 11� SECURE TO BLOCK WW2) V4' TAPCONb MN SHANK SIZE 140 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 UTHN 8. OF EACH END 4 18' OC. MAX 6PACNd 8• CMU LW DRYWALL I'X4' P.T. NAILER 1/16, OAAl X 4' MN DOOR CAGING DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SNIT AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" `� A TO BLOCH +3 7/18" 2X4, _ SECURE TO BLOCK UY V4' TAPCON6 (MN SWANK 612E J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1,149 w ,wN V OF EACH END 4 W OC. MAX SPACM 2XX6, SECURE TO BLOCK IUK2) V4' TAPCON6 MN SHANK SIZE J46 MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W OC. MAX GRACING. 2X., m SECURE TO BLOCK W(2) V4' TANCONS (MN GNAW SIZE JO MN HEAD SIZE 300 MN EMBEDMENT 1 114') WITHIN s• OF EACH TEND 4 W OC. MAX SPADING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRNCTURAL 3AW TAPCON MN 1.1/4' EMBEDMENT INTO BLOCK LJ s• CMU 1,12' DRYWALL MAV P.T. HALER DOOR CAGING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SWIM AS NEEDED TO FLUME JAMB (DO NOT EXCEED I/49 DOOR JAMB TO BLOCK +3 3/4" H 11INDOR TO BLOCK +9 /4" 6 Groups 41 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-7744W78 FAX 407-774-4078 www.abdoeigngroup.com AA N: 0003325 amm, stneDiv. Ae LOT: SILVERADO LOT: 9 BLK: 14 PROJWT# 03719.000- 09141 MODELt "2045-UNTANA" GARAGES DWINO: RIGHT PAGIM DETAILS 50 H 15 Dw�TIMM. 01/28/21 scAuc: 1/4"=1'-0" wr D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLM MANUFACTURER CATEGORY DESCRIPTION VETS DE EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1147397 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/32/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104/7.1 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 3/31/2022 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR IV31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 9/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353-R5 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.24R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.24R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2029 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S62 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOORw/SIOEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-RB OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 2/17/2021 10477AB JAMES HARDIE BOARD SIDING 2020-FBCR- 12/31/202.3 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-R5 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 L It C N IT L C T I Groui�n IS N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.00m AA IJ: 0003325 INUDDIV. & LOT. SILVERADO LOT: 9 BLK: 14 PROJ7ffiCT# 03719.000-09141 MODMIs "2045-LANTANA" GARAGE BVnNG: RIGHT PAGE: PRODUCT APPROVAL LISTING 50 MPH W. I9n w 01/26/21 CAlX: 1/4"=1'-0" KN= D3 PREFORMED CONTROL JOMT FLA16E OF CONTROL JOMTB PE WIRED TIED TO LATM Is &' O.G. MAX (VERTA NPIEL DO NOT FASTEN CONTROL JOM TO WALL EVEN P STUD EXISTS EErope EXCEPT STAPLES uv LEG MAY EE USED TO TEMP. SECURE CONTROL JOINT DURIN6 INSTALLATION FASTENERS TO SE SPACED���777 • 1' O.C. MAX VERTICALLY / LASTER! COAT CEMENT \ WPS LAYER 9, PORTFIDER SUILDMG RIMER APPROVED FETAL LATH FASTENED h' (VMUJ OL. MAX AT WPIPOW9 UM STUCCO WIRR PP X..r_-.7.lvi_l /'%/ %///.'//.�%%/%/% % !AMINE LATH SMALL BE CONTINUOUS TMROLKW4 JOINTS SuT 8NA GE &TOPPED TIED AT EACH SOIL PROVIDE 2X4 OLOGKM6 PER A&TM CIO*! PLACED FLAT MAX 6' TO S' FROM CONTROL JOIN' WEN \ CONTROL JOINT PALLS ON l AOTE ER& FOR LATH TO TEE NAIL$ OR - STAPLED M COMPLIANCE OY ASTM CIO*! 2. WIRE TIES TO BE (NO. 0) OID415' WOW X DLOCKNti SIIOIIM MAY SE IN ADDITION/ \ TO WALL STUD* REQUIRED PER PLAN O••M" TYPE CONTROL JOINT OL110.D NYyp. R.A OLFOLD M110m . R.A 2. CRIME . PL a &cR .R.c OLPOLO ►AWM 0 tn.A 2. CtEA48 . Pr. & SOLO 46 4:±7 ® 1F0.DlfEM --A 2. CIEAU . PT. & ►OIE/Y . Mr. C 4, POLO Pr.O OVER Pr. • TILL I•f.0 TOIIOM MOrTO'I R,.ANW Re Y� r �r P&AMMUN N wmm6 UAL MOLD, nQ two6. .Y) NOTE, APPROVED SUILDMG WPM SMALL SE LAPPED A MINIM OF 6' - VERTICAL LAPS (ROLL ENDS) 4 *' • HORIZONTAL LAPS, ALL BE." NEED TO SE TAPED UAT14 FOMIUM ER SGSATHMti TAPE LATH VERTICAL LAP TO ISO 1' WTALL PA67QEM (CLIPS: STRAPS, STAPLES) AS INS WRED TO SECURE PIPE/ WERE TO FRAMMG UM LAYER It Sri= ~ UWA LATER 4. FORnReEP EUILOM6 PMER METAL LAT14 6'x6' SELF-ADWERM6 MIRMELRMR FLA,S141145 OVER 4.4' SELF-ADWOR 10 HIMMOMANE ILAS4E46 OVER APPROVED HIOuBE WPAP. PL,48HNMt3 TO EXTBO ONTO PIPE . MAP. .. __ _ __ IT METAL LATH UAW LAYER It I j' THICK a COAT CEMENT W CONT. BEAD OP SEALANT STUCCO WPM I PLASTER INSTALL APPROVEIDWOUG ~ AIR PETAL LATH TkX4 DAME / PC WPS LAYER 4. FORTIFISER I um LAYS-SWATHINIS AFTIR TFISER ELA&TOMERIC COATMG OVER STUCCO) SUILDMG PAPER UIRIS LAYER C.V. FMISM (SEE TYP WALL SECTIM GTUCtO U~ WOOD SWEATMMG SECTION Eli k"M 4n 9 rYr2n E2tedor — of Portland cement pester sW comply with the appkatbn mqui—ts of ASTM C 92618b. r,4uu LM, 4• MR 7 IrwlN of.ztarior IM 19 and63- "erNng ALL LAF 2he1 amply wIM ASTM C 1083188, ow C '\PAPER LAI? 2 ecALE. 1 w•.r•a a ASTM 1787. 4So4' SELP•ADLERM6 MEFIDRA E FLASHING (COhA•Ariml tw HOUO[ VERTICAL LATH WWP MATERIAL) OVER APrRevvED� aRAr. 4• & PAPER DETAIL WOOD STUD& I•LASFNA4rs rO ExyoNO oNrO PIPE I , 1. OR LESS PIPE P'BETRATIOIN ;. MOM, 81EATHMG ME LAP% OF METAL R-ATER EASED SHALL SE DEC~ TO EUILDMG FRAMING ME'EERa. PAPER �• n2a LAr THEY SMALL SE TIED WYMEN SUPPORTS WIrM 00416-K (121-M) STUCCO 1P L.Y. un+ CUT AND OVERLAP ONE SIDE OF UPS AT MTEMALS NOT MORE THAT %' (22&-MMA s• LM . PA'812 SELF -ADHERING MB'ERAlE R A *400 A& PER ASTM CW65. STEP 01 ® KIC KO UT Nam, FOR RFPAR OP TEARS IN Alid RS ALAYERS, TEA HORIZONTAL LATH PIPE PENETRATI DETAIL MAY EE PATCHED a,PAPER DETAIL (iA U4HIOU8E WIPM TAPE PER MANIP SPEC OR N.T.S. PEEL 4 STICK � I a I elDa. werALL� Q FIOO 4 wLt INrIeEleTlcw DR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER �iUJALL��ED _ 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. ifiTI LEGEND 61X41' SELF.A01E101,16 M"EMSRAW1 FLASHING (COMPATISL! LLV FIOUSB WRAP MATERIAL) OVER 4'Icf• SELF-ADWERMG MEMISRAE PLA&HINS, OVER APPROVED HIOu6E YAPAP. FLd&LIING To EXT6JD ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADINERMG MEMBRANE R.AGWMG I DRAINAGE PLANE (UJRB LAYER 1*1, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER — — —M— — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1ro" ZIP WALL SHEATHING FEB SELF-ADHESIVE FLASHING — — — — — — NOT METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84'1-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A III C N I T 1 c T 8 Grown. + LONGWOOD, FL 32750 �Y V PH: 407-7748078 FAX: 407-7744078 www.abdoeigngroup.eom L AA $: 0003325 I 3 1SVHDIV. aLOT SILVERADO LOT: 9 BLK: 14 PROJWTAH 03719.000-09141 MODEIs "2045-LANTANA" GARAGE 8W DM: RIGHT PAGM: WALL ASSEMBLY DETAILS %50 MPH EXP. 202 a DA 01/28/21 ec#.x .1/4"=1'-0" S*Em= WA1 BACKER ROD —4 -INSTALL W SELF-ADHERNG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECA91IN .£ OF FLASHING TO BE, L BOTTOM. 2. SIDES. ]. TOP - VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS -APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&JW CAULKING • JOINT ALL AROUND PER SECTION Eterlor l olm i iwa% lno Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. -HOODED VENT - J' THICK 3 COAT CEMENT PLASTER -METAL LATH UM LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRI5 LAYER 1, STUCCO WRAP WRO LAYER 7, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH S' Cm VINYL CASING BEAD W RAISED BAND NI' TO li' MID -WALL used w,-.wen b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASQRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — 15UILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH b' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 i' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECSJ BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 44, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER 7L' TO Ifs' MID -WALL WEEP SCREED �--&' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) 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 Z­ ­ — SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D ISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO M WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER SO MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER'(, STUCCO WRAP WRB LAYER Q, FORTIFIBER BUILDING PAPER METAL LATH TO WOOD STRUCTURAL t * T' O.C. MAX RIP SELF FLASHING, CLEAN BEFORE APPLYING V RMIaM • MAOCKW ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) B' WRS LAYER 1, STUCCO WRAP WRB LAYER 1, STUCCO WRAP 9 _ APPLY 60 MN GRADE 'D' FELT ® MEE MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #3 STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH F r STEP 05 STEP #6 l 9 ELECTRICAL RECEPTACLE Group �n LONGWOOD, FL 32750 --- PH: 407-774-6078 FAX: 407-774A078 www.abdesigngroup.com L AA 0: 0003326 S Pi a evHDZV- Ae MT11 SILVERADO LOT: 9 BLK: 14 PROJECT# 03719.000— 09141 MODEte "2045-LMTANA" GARAGE S7/INO: RIGHT PACE: WALL ASSEMBLY DETAILS 50 MPH EXP. 5 D � 01/26/21 aCALE: 1/4"=1'-0" BHEET WA2 WOOD 614 CONSTRUCTION % HAT C 4ANEL' ' TYPE 'X'. DRYWALL WOOD SHEATHING WRB LAYER 9, STUCCO WRAP THICK` 3 COAT 1 PLASTER DR. WOOD MAM W ulau 'WRB LAYER 9, SUB -FLOOR DECKING STUCCO WRAP WlRB LAYER 7, FORTIFIBER PRE-ENG'D TRUE• BUILDING PAPER i' THICK 3 COAT CEMENT WEATHER 6AARRIER -1 PLASTER WEATHER 111E5ISTWE - 6' SAP. • TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND WEEP SCREED ' TRICK 3 COAT CEMENT 4' PCAITIVE DRAM WEEP SCREED METAL LATH ulooD SFIEATHWJG— W SELF-ADHEREING PLA814MG WRAPPED '. • TOP OF VEEP SCREED "y TO SHEATHING BELOW \ WIM LAYER 9, STUCCO WRAP ' WIM LAYER 42, FORTIFIER rn I BUILDING PAPER , UPS LAYER 9,SHING WRAPPED STUCCO WR4PCORNER OF CANTILEVER AMIGO AM66-U1911G-T� 7ELF-ADWEREIWS 2° W P081TIVE DRAM CUBTCM CASING BEAD - 2 naaP sv-oeEn t GAP IN FIELD J lBFIOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL.® CANT. SCALES I V2' • 1'-m' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/ 1 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 42 VINYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL[(2) METAL LATH W/TEXTURED 4 PAINTEDWOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT 2x12 HEADER PLASTER VINYL CORNER SHAD4' POSITIVE DRAIN WREED VINYL CASING BEAD IN PIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCES8ORIE8 ONLY) 11D DRIP EDGE INSTALLATION WOOD CONBTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 42 VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL t METAL LATH W/TEXTURED 4 PAINTED WOOD 6WEAT14M FINISH %' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP_ 4' POSITIVE DRAIN VINYL CASING BEAD wc- � oL�RFpn NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESOME$ ONLY) @DRIP EDGE INSTALLATION I Yi GAP FOR BACKER EXTERIOR GRADE DRY WALL ROD 4 SEALANT — i' THICK 3 COAT CEMENT VINYL CASING BEAD PLASTER YmmLAQmmwLAmA' WATER PROOFINlot- -VINYL -� -M�'M Mm LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE 3' X 3' 26 GA GALY. FINISH LAYER (2 LAYER METAL DRIP EWE PEEL 4 STICK) SET IN PULL BED OF 6' PEEL 4 SEALANT. )i' MN. STICK, SPACE FROM DRP EDGE TO FACE TO TIREX DECK —' Yi GAP FOR BACKER I )i'XI %! P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER V3NYL BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL BARRIER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO CANTILEVER""' BA mm a 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE To DECK EXTEND OYER DRIP euB FLoae EDGE ®® 3' x 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF I J1W 'Pi P.T. OR SIMALA SEALANT, Jr MIN. WOOD (TREK) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Y1 GAP FOR BACKS VINYL CABMG BEAD TROD 4 SEALANT WATER PROOFING lot FIN1814 LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CFt4/#NLL CANTILEVER � ' TMICC 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD 6HEATHING WVTEXTURED 4 PANTED WEATHER RESISTIVE FNI814 BARRIER 9 WEATHER RESISTIVE 3 COAT CEMENT SAIMETR -2RAM PLASTERTHICK, VINYL CORNER BHm wasp - ar�pcD VINYL CASING BEAD NO BAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2LUMN SHEATHING FATHER RE818TIVE AR\\RIER'I °Al RESISTIVE ARRIER n SAP. \ °EEL 4 STICK 11G'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I JIV X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN COLUMN SHEATHING LEGEND 6' BAP. PEEL 4 STICK \ I Ji:'x3• 'L' PLASHING DRAINAGE PLANE (UJR5 19 ooR ROOFCErEN FULLY EMBEDDED IN I R' X 3. 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF SEALANT,VMIN. LAYER 01, STUCCO LURAP) LURE LAYER 02 (FORTIFI5ER — — — — — BUILDING PAPER) _® 1)f'XI JS' P.T. OR 81MIULATED � I )FIAJOUS LLER SPACE FROM DRIP Yi GAP FOR SEALANT FACE TTo TREXG BEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOFING lot MODIFIED °J0 LAYER (2 LAYER PEEL 4 STUCCO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL CASING BEm CANTILEVER J' THIC R3 COAT CEMENT LUOOD OR 1/Iro' ZIP WALL SHEATHING D/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — PINISH I' THICK 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER VINYL rgQF1NER BEAD—/ / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD —/ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING). SCALE, NT8 WOOD SHEATHING 2x FRAMING MEMBER I' THICK, 3 COAT CEMENT PLASTER 21/2' seEel�. FASTENED TO SHEATHING e T' O.C. MAX. r� WRB LAYER -1, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER SFQRNER HEAD ® FRAME ',21/2'116 CORNER BEAD (FASTENER 4 SPACING w 1' O.G.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB LAYER 7, STUCCO WRAP UM LAYER 02, FORTIFIBER BUILDING PAPER\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER ('SELF -ADHERING FLASHING WINDOW FLANGE WRB LAY BUILDING METAL Li J' THICK, PLASTER 6'SELF-, FLASHINI DRIP C, WINDOW , 15 B CASING BEAD ® WINDOW (FRAME, NO BAND) SHEATHING WRB LAYER 01, STUCCO WRAP ;K U WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLo J' THICK, 3 COAT CEMENT `VIEW FOR PLASTER CLARITY) FEE I E 6 N I T! 6 T I 6 Design rmasm IS N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-7744078 www.a bdeWigngrou p.00m AA #: 0003325 a> mmv. Ae LAM: SILVERADO LOT: 9 BLK: 14 PROJWT# 03719.000-09141 MODELS "2045-LANTANA" GARAGE 9VDM: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH E . 202 D TM 01/26/21 8CJJ.E: 1/4'=1'-0" SKEET WA3 WOOD SHEATHING —� WRB LAYER 'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —� r METAL LATH —� I]' THICK, 3 COAT CEMENT PLASTER &'SELF-ADHERING—i FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT fEXPLODEp VIEW FOR PLASTER CLARITY) WRB LAYER N, — STUCCO WRAP VINYL ANGLED WRB LAYER n, FORTIFIBER BUILDJ,WK PAPER METAL LATH ]' THICK, 3 C\.OAT CEMENT PLASTER &'SELF -ADHERING ;: FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW 15C (FRAME, W/BAND) METAL LATH WRB LAYER M, STUCCO WRAP WRB LAYER "2, FORTIFISER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER WOOD SHEATHING LAYER 01, STUCCO WRAP tWRB WRB LAYER 02, FORTIFIBER BUILDING PAPER , METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 1'7A BANYFRAME () SCALE: I '-0' )','GAP TYP J' THICK 3 COAT CEMENT CAT TRIM PLASTER METAL LATLE G E N D TO H IX TRIM MEMBER TO TRIM S DING TRANSISTUCCO TO SILAYER 02, FORTIFISER DRAINAGE PLANE (WRB TION UPS BUILDING PAPER LAYER 01, STUCCO WRAP) 81DING WOOD SHEATHING }„ WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x WRIS LAYER h, WRB LAYER M, STUCCO STUCCO WRAP STUCCO WRAP WOOD OR 1/I6' ZIP WALL CASING BEAD SHEATHING &' SELF-ADHEREMG SELF-ADHESIVE FLASHING — — — — FLASI.IING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD ; .----------------------------------------------------------------------------------------------------- (CROSS SECTION) J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH i GYTRIIC'TION ND WOOD NEATNMG WA ER JE°ISTIVE i aBAR. WEATHER RESSTIVE �/ \ i WINDOW FRAME i BANNERS // ; „_,,,,,.,,,.,�,_•,,,,,.� WRB LAYER 02, FORTIFIBER WIn, %t AP arolr+o � / `�9I MERE I / BUILDING PAPER I aRLAaraNa-'-. AD RING s � It �THMRESISTIVE /! E-Z BEAD VINYL CASING STARTER snap WEAT�EIRe11�Eb16TIVE (W/ 'FLEXIBLE PVC BACKER ROD) I H I I \\ y 6' $ELP-AP EIRING ; ; f / PLASNMG GALVV METAL °rALR.A04a'+G� zORI 7ww RB LAYER "I, STUCCO WRAP, I 11IYX6 a R ��`\ RAPPED AROUND FRAMING MEMBER TRIM MEMB \ I ' SELF ADHESIVE FLASHING j uoc6 M1@MC�ER ; WOOD SHEATHING \.IIIL4o 2X FRAMING ; \`RIn AMMWVW WAL`W MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY 0 BLOCK TO FRAME ------------------------------------------------ - - _ 19 TRANSITION ------------------------------------i---- ------ --------------------------- ------ Y4' GAP TYP J' THICK, 3 COAT CEMENT NOTE- CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL WRB LAYER 4, FORTIFtBER LATH DOES NOT MEET SPECIFICATIONS) j WINDOW FRAME BUILDING PAPER WOOD SHEATHING I WOOD CONaTXXTION t CEYOND `'�� IERMG WOOD. N4:ATNING 1 WEATMR DARIaER 7,7 RESISTIVE t WEATHER RESISTIVE BARRIER M TO LAP WEATHER RE818TIVE / \� V MK ABOVE TOP i CARRIER a / / OF W PLANING bs REAALAP L eroMG WEAT EER RESISTIVE PLA°EN+LPRir,° R �\ / WNATtl RESIOTIVE STUB GCOYER 01, WRAP i H STARTER STRIP � .z R� I &' WIDE PEEL 4 STICKfjgi� OR I r ; WINDOW FLANGE OVER FLANGE C:KVT) META. R 'z'PLASHMG BANNER-1OLAP � E-Z BEAD VINYL CASING ,h"` IA"ATE R 6' MRL ACOV! TOP a z PLAaNMG 2X FRAMING (W/38' FLEXIBLE PVC BACKER ROD) a Y' x 6' O ILATED MEMBER SAC ER IWXIDLE)PVC i u13O TRIM MEMBER -APPLY FULL BED OF SEALANT BETWEEN F E� 6"� ADIEI'aNG \ \ j ' I PLC ADFlRING ��� FLANGE 4 BUILDING WRAP �,7yap�9 \� BUILDING OC`!M M.AClTlR .. `. , OR APPRa W GEALANT WRAP ..{: BANNER �NBTIVE IBANNER ^YEaBTIVE OCATHER RE6I8TIVE E•z eEm vMYL caem/G EARNER 4 ` Hr P E Pvc ® SIDINGTO OTO RAME �IER�°I°"� EZ BEAD WINDOW CASING- 9 TRANSITION 16 A A It C N I T! C T II 6 Grown LONGWOOD, FL 32750 FN: 4o7-na-so7s FAX: 407-7744078 www.abdesigngroup.00m L AA N: 0003325 8 Am F 9uDD2V. 4L: LOT,: SILVERADO LOT: 9 BLK: 14 PROJECT 03719.000-09141 MODRIA "2045-UNTANA" GARAGE S71RPM: RIGHT PAGE: WALL ASSEMBLY DETAILS %50 MPH EXP. 202 DAATW. 01/26/21 19CALE: 1/4"=1'-0" SHEET WA4 CUT NOWIEIRM AT Y• ANDLE IN oue D TCUT N NOWEURAP LM OF APPROV90 HOIEMRIY OVER SLCATwm OVER WD STUD uNLL STEP 1 NSTALL S'— OV-ADIERWq A-4600 OVER NALNO PLANSE JAMEa MWD PLASIINS MN V I' MUAW BILL X ILEXOM FLASMM DO NOT SNAL M2TTOM PN STEP 6 MMIMPRAMLY — POLD-UP 4 aNCYIM HCuev~ (OR TUCK FLAP UNOM .t M 4D POLO LIRBEIP N AT JAM L SLOPE SI.L RO. TO EMERIp! \ STEP 2 STEP 7 ALIGN ft.40 9 v NT. N06N OF SILL RO. N[CM NK:ALLY PAVrM PANED NOW& (OAP NAM, STAMM NSTALL O:PMT ".NX~ AS TN R.AENN6 AT TLC #*TALL A' EDE APWnW - BACKED R.RXIISLE KAW#* MAMMA- OYM OW OAP JOPR (PRO(ECTO-IU"M BT-0FX. a SWIV) DIAGONAL as ACROSS LEAD oP WSDOIY STEP 8 'q6zo WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 M@'BRAE PLASH#* oVER Jow APPLY ON HW (0 R-UID APPLIED PLASHNO (LANOO U►ITN-SEAL PIC-aa OR EGLIALA SLOPN SILL TO NX lmlL IT Is TLC CONTACTORS 10WON61MLlY TO V'BIPY TIE COMPAnMLRT OP ALL PRODUCTS NCLUDNS HOIMBIAMP, SEALANTS W OW-AMIMM1 0 PLAWNO MAMMALS WIND DURM CGWSTRlCTIOII 2. #*TALL ALL MATERIALS PER MAMFACnNIM M WIWITNN SPEGFW:ATIONS SEALANTS MAY REACT APAIMIELY F NOT 4TIM-E. GLEAN AND SEAL JAMB TO SILL JONT6 WITH DOW IM S POLLOWNG COMPLETION OF EXTERIOR RETROPIT WORK REPAIR SCHEME SH0JN 614ALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OP WATER INTRUSION BELOW THE WIDOW OPENN6 ImAL NTERIOR PERrumR OF WINDGID WITH ALANT BOM IT I LLs THE CONTACTOR! IIROPONtlICILTY TO VfRFr THE COMPATIBILITY CP ALL PRODUCTS NCWDN6 GEALAMN 4 MLP-ADLEP" PLAS14M MAMMALS USED DWEND CONSTRICTION 2. PLA64NO AT NXTEMOR W bVCM AND DOOR OPM~ SHALL BE MULLED N ACCORDANCE WITH MANFACTWRRY lMTALLATICN MMTRICTICNE AND APPROVED METNCD U CIF FBC RTMA) U N ACCCICA = WITH FB'CSTRATICN M4NFACTII412R7 MTALLATDX AND PLAGWM #*TMICTIC;w WI9R1t�L e[nl.ANra MAY REACT ADV4RE/LY F NOT CCMPATCLl. WALL FLASHING INSTALLATION 13 DETAIL �1'-O' ( MASONRY) 6CALElK' A i C N I T i C T i Grou i In SA41 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-W78 FAX 407-7744078 www.a bdosigngroup.00m AA M: 0003325 >,usDiv. as LJOT SILVERADO LOT: 9 BLK: 14 PROJECT# 03719.000-09141 MODELt "2045-LANTANA" GARAGE SW NG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. I1I 5 2011 rplup"DATE: 6/ Ol/221 SHEET WA5 , 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE !�\ 1\ 1/5' TEXTURED i \ FINISH ® WOOD I \\ 2X6 Sue SAND—/ 1/2' TEXTURED \ FINISH o CMU ! \ METAL FASCIA \ WRAP Ys' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ �zl ©FLAN E3 I L'VS' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH 9 WOOD SHEATHING OR cm WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) NOTE: NOTCH OR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \ ROOF DECK (BEYOND) ' DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) EDGE . KICK OUT 1-/8' TEXTURED FINISH w cL AK11 T �,\\\ WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL FINISH 0 CMU 2x6 SUB -BAND W/i'x4' NOTCH \ END, WRAPPED IN PEEL 4 STICK ®ELEVATIQN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x x x x x x x x x x x x x II I x x x x x x x x. x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT m x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x 4'x4'-0' x x x x x x x x x x , ; % ,, D RIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE I W/12d NAILS 6'-8' x x x x x ONLY• FOR WALLOINK O.C. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/%'x4' NOTCH *END METAL FLASHING, WRAPPED ' MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/U�t'x4' NOTCH tv LAN A D IN PEEL 4 STICK ®I DRIP EDGE EXTERIOR WALL ROOF CEMENT ID (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK— OUT AItCNITLCTS 6 Groups 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com 0003326 9VnDIV. de IAT SILVERADO LOT: 9 BLK: 14 Ia7OJMCT# 03719.000-09141 MODRIA "2045-LANTANA" CIARAGs filTaNG: RIGHT PAGIC: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH E 15 D � o1/ze/21 scA=: 1/4"=l'-0" 8* =ET dd AV K 3� TE1F2-24X24 F2-24X241Si 3 Im 1.1 i4"CONCISLAB 43� 6B — r�I FMX1 i�4" PVC I CHASE a rr /r r/ it /r I 'r r/ " TOP OF / r TE-13" SLAB Z ; I i a M ii •`� tD i� 31/2YYYYY"``````" I I x rli 1" PVC CHASE L fO FOR ELEC. ® i TE-1 1 � I ISLAND i 12 I cV 0 / I r 23'-6" / / 16'-6" a, •I I . 4 I ;o 7E-, SLAB 1 1/2" Y �I <V L TE-1 J — — TE-1J I "T-8" 4'-10" S-4" 1.1 6, 8. �I-31/2 EXTEND � o? FM -16X18 SLAB 1 1YP CONC. tzI a 14 1/2Lu I 4 -6"S. 13 g a _ O N 2 2 N X TE1 I I I ILL I 1 11 I 51/2"* 1•, FM•16X18 — — _j FMC-16X18 FM-16X18 FMC-18X18 — — — — — — — 4'-4" 1, . 2'-7" , 16'-0" 11 I. 2'-7' . ,. .. 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 +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #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 (FOP 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 TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER I OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION DOWEL LEGEND © S'x0' MASONRY COLLV"N W) (2) 9'S ARE DESIGNED TO 6E PLACED IN CONTACT WITH TI4E INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOUN W) 9 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W 1..1.4 OVER GENERAL 31/2" 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x1S 16" CONTINUOUS 18" (2)#5's - (+)V-0" FMC-1808 16" CONTINUOUS 18' - a #5 IN CURB VARIES F-24x24 24" 24" 17, a s TE-1 S" SEE PLAN S" - s #5 IN CURB 00'-0" F1-30X30 30" 30" 12" (355'S a )(P-8" Ft-42X42 42" 42" 12" (3)#5'S s (_)0•_S" F2-24X24 24" 24" 12" (2)#VS 72TE a - 1'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" Grown i44i N. RONALD REAGAN BLVD. LONGWDOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebdeslgngroup.eom L AA #: 0003325 IUNDM de IAT S ILVERADO LOT: 9 BLK: 14 P1toj=Tp 03719.000-09141 bwDzu "2045-LANTANA" GA %Aoa BWDtG: RIGHT PAG21: FOUNDATION PLAN 50 MPH W. DATE; 01/26/21 MICA=: 1/4"=1'-O" sxssT si 30" MIN. EACH WAY m} MONOLITHIC FOOTING Z. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d_ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a. SPACING REQUIREMENTS �L O Y SPACING REQUIREMENTS - E w W F—' 1lP" J a y ° —FM—° I tap - Z 8" CMU WALL O S" CMU WALL , CORNER BARS, SAME SIZE AS LARGER BAR I O tc g '�' Z t° — +- 0'-0' ° I IN FOUNDATION WITH 30" LEG EACH b +. p•-p• - - 0 �,f�" J� WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB° TOP OF SLAB I� ") SO THAT THE STEEL REINF, IS CONTINUOUS `+- .._—� MATCH AMOUNT OF CONTINUOUS BARS ° I a EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) ...., - 1/f, IL TOP OF GARAGE . SEE SLAB SCHEDULE , s ILL o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2" ISOLATION JOINT n �' (WHERE . E 8" CHAMFER (2-STORY) #3 18" #q 24• EXT. PORCH SLAB ill" ISOLATION 4' CHAMFER (1-STORY) 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE #5 30" JOINT JOINT (WHERE i EE SCHEDULE g FOR WxD, BAR SIZE APPLICABLE) Z ?- FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING #6 36" AND BAR QUANTITY #7 36" � AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO %,,EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE:3!""_''-0• GA GARAGE SCALE:3/4"=V-9' CORNER BARS DETAIL SCALE: 3/4"=1'-0" GARAGE DOOR LAP TOP PLATE A MIN. OF 48" w RECESS AND NAIL W! 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL EI PLAN w = w 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING V) w w O 0.. I j NEW REINF. BAR pp aQ WALL W! SYP No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 1/2"x8" WEDGE ANCHOR WIT TO BE PT. PROVIDE DBL. TOP CURB FOR MASONRY UNITS SET SECURED W! 2- PART PLATE WASHER SET IN HIGH STRENGTH 1 '- ;p� AT ELEV: 2" CAPPED a J I EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED, MIN. 0 16" OC 0'-0" GALVANIZED PIPE 8", LINO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE O FOLLOW ALL MANF. BTM AND TOP PLATE cn x SPECIFICATIONS FOR ANCHORS W!'IOd x 1 1!2" 4 = m I USE AND COMMON NAILS FILL ALL N PREPARATION OF HOLES, DO NOT USE 10d w Z K HOLE, x 3" K SEE SLAB SCHEDULE SECURE FLANGE TO Ck RECESS AROUND GARAGE SAPCONB)1/4"X21/4" M p O, �� +-p- DOOR OPENING TGPOFSLAB 4' CHAMFER (I -STORY) 6" CHAMFER(2STORY) e ' ` �• LAP TOP PLATE A MIN. OF 48" EQ. EQ. SEE SCHEDULE AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. 2OF FOR WxD, BAR SIZE LAP TO OCCUR OVER STUD WALL W/ PLAN AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING BOLLARD MONOLITHIC FOUNDATION WALL W/ SYP No 2 ST UDS SEE PLANS FOR SPACING . SINGLE SCALE:34"=1'-0" 5 SCALE: 3/4"=1'-0" 6 SCALE: 3/4"=1'-0' (W/UPLIFT) BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB WNod MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 48"----� SEE SLAB SCHEDULE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED +- 0'-0" LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND TOP OF SLAB N, SPACING REQUIREMENTS " e 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE iEl El r—'° PLANS FOR SPACING. SINGLE .-. " BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W110d MASONRY NAIL e+ • - .s • PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. � Q w ADDITIONAL METAL m U EQ. EQ. EE SCHEDULE CONNECTORS NOT a FOR WxD, BAR SIZE REQUIRED WHEN NO N O 8" CMU WALL AND BAR QUANTITY UPLIFT IS PRESENT. POURED LINTEL (TYP.) ��INTERIOR CURB FOUNDATION WOOD WALL LEDCELLCONT. �.'�.. 8- CMU FILLED CELL (iYP.) ' -I, - TOP OF SLAB c4i (NO UPLIFT) SEE SLAB SCHEDULE 2XWALL FRAMING +- 0'-0" - SEE SLAB SCHEDULE 12" DIA. SIMPSON ST62 BOLTS 5" TOP Of SLABa� Z MINIMUM EMBEDMENT INTO °. "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND , m CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° • POURED MONOLITHICALLY WITH — - FOUNDATION AND SLAB 8' VARIEB D' SEE SCHEDULE FOR WxD, BAR 512E'_ 2 ° — a" SEE SCHEDULE -- -' -i AND BAR QUANTITY /FOR WxD, BAR SIZE ✓ AND BAR QUANTITY r INTERIOR FOUNDATION WOOD WALL COMBLLLINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO as 9 SDALE:3/4"=1'-0' (NO UPLIFT) Do FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4`=V-0" 11 SCALE: 3/4"=1'-0" (ilnwr+.. TZ'1U L f01 SHOWER RECESS FOOTER 12 SCALE: 1"=1'-0" 6 Grou�� 11 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774.4078 www.abdosigngroup.com AA #: 0003325 mUmDiV ae LOT SILVERADO LOT: 9 BLK: 14 P1tOJMCT# 03719.000-09141 MODE1. "2045—LANTANA" GARAGE S7►iNG: RIGHT P*&Gm: DETAILS 50 MPH W. Dw O1/26/21 SCA=: 1/4"=1'-0" szls= S1.1A A N C N I T I C T 23'-0" 14'-6" 10'-10" 13'-2' F-6 12'-6" 4 Gr�oPuson 1441 N. RONALD REAGAN BLVD. y IONGWOOD,FL32750 Y 40'-2" PH: 407-7744078 °D FAX: 407-7744078 16'A" www.abdeslgngroup.com 12'-8" AA M: 0003325 w 'v 'v v v N N 0 EN Ell Eo y M T n IV fp a b lk 0 b b c, 4 4 N N 5 v � `.v Y c `v 'v S-10' 1e•-11" DOWEL PLAN SCALE: 1/4" = i•-0" S E aUBDIV ae IAT SILVERADO LOT: 9 BLK: 14 PROJMCT# 03719.000-09141 MODMU "2045-LANTANA" GAxAGa 9WD9Q- RIGHT PAGE: DOWEL PLAN 50 MPH EXP. 0 [D"'. RNT01/26/21ATIMALM: 1/4"=1'-0" 9ZLr S1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. .. C . TO HORIZONTAL rRE-AR WI 10" HOOK g d' N GROUTED BONG BEAM Z VARIES PER ELEV. d ° i A. CL tr° o 0 It #5 BARS E10" • m 6° HOO J d �_' _� ��•' _� n _�. O CLEAN OUT REQUIRED �-0„ FOR INSPECTION O d 0'O" FIN. FLR. O �+ . : •a TIE ERTICAL REBAR '. e.e TO HORIZONTAL REBAR WNO"HOOK BAR SIZE 48 BAR DIA. ° 2 O #3 18 DIMENSIONS m ARE NOMINAL SIZES 30„ #s #T 42" OFFSET METHOD CONTINUOUS BAR SRE 488AR DIA. METHOD ##44 2# � MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 1" , 'K 3 SCALE: 3/4"=V-0" REINFORCING �� REINFORCING "„; 42. SCALE:3/4"=V-0" 8"x8" MASONRY COLUMN W/ (2) #68 ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN W/ #5 ❑ w © DOWEL IN FOUNDATION. DOUBLE FILLED CELL F 1 R 6 N I T! C T I Groom 11 N. RONALD REAGAN B1 LONGWOOD, FL32780 PH: 407-774.6078 FAX 407.7744078 www.abdeslgngroup.com AA #: 0003325 BUNDM de LOT: SILVERADO LOT: 9 BLK: 14 IIPROJ=Ty 03719.000- 09141 MODEL "2045-LANTANA" GARAGE BWDTG: RIGHT PAGE: DETAILS 50 MPH EXP DATM- 01/28/21 8CALE: 1/4"=1'-0" WNW= S1.2A -----------------------------------------------E---- �, 8F18.1T/0MI16 g� FT/p 1 10,_2. 13,•6. 1 1 % 1 1° � O• 1 ^. 1 AH7T 1 ED 8F16-lT/0M/OB % 8F16-lT/0M/0B 1 4'-8" 10'4' 1 1 1 1 0 , � %% 1 %% 1 1 % 1 % 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 o 1 Qa 1 1 � 1 1 1 1 � I 1 1 1 1 1 A 1 1 1 1 1 ,4* 1 8F8-110MI0B 1 5 D" 1 � %% 1 1 1 1 %% 1 �� 1 1 1 1 1 1 1 IL-1. EEETEEE -r 1 1 1 1 1 BF16.110M/08 1 6 1 1 1 I 1 L--------- L --------- J 1 8F16-1TIOM/013 =r� 4'4'-6'" -8" r--------------� � � I I � ( I ; I I � I I � I I � I I � I I � I j I U.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR ON TOP OF WALL EL. 9'-4" 8F36-1T/oWlB T7'-4" LIFT BEAM PLAN SCALE: 1l4" = V-0" 1 1 1 1 1 1 1 1 1 GENERAL FATES 1.)COGEB 1.1 FLORIDA BIALDNG ODOE 781 EDITION,=1REBNEHr41L SECTIONS R4022& RISE. 12 FLORIDA, BLILDING OODE. 711, EDITION, A208U&DIND, SEUIONS IWI 2& 2107. 1.3 BUNDNG OODE REOUIREMEMB FOR IENFORCEO CONCNEIE(ACI 31"14). 1A SLIILDNG CODE REQUIREMENTS AND SPECIFICATION FOR MA.RONSY STiNCTIIRES (TMS 402R82.16) 1.8 AMEPoCAN SOCIETY OF GNIL ENGINEERS MNR,R)M DESIGN LOADS FOR WLDNGS AND OTHER STRUCTURES (ASCE 7.16). 2.)CONCRETEI 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYEI: 2.1.1 PRECAST WISTANDMD REINFORCEMEMd030 PSl MIN. 2.1.2 PRECAST WPRESTRESS REINFORCEMENTr PEI 2.1.3 GfAUT PER ABTA C4T8-3(EXIMIMMAX.31B'AGGREGATE.VT011'SLUMP. 22 REINFORCING BARB: 22.1 BTEFL PUCED N PRECAST LINTEL AT TNAE OF FABRICATION ASTM MINA61M (GRADE W) 222 STEEL N LNTEL AND pAOA(OI1T BLOCK O'U IN FIELD) ASTM ABILVABtMA ((WADE OIL23 PRESTEESB STRAWS ASTM MIS 7-WIRE, STRESS RELIEVED 270 MI 2.6 DETAL RENFORCEYEM NACCOWANCE WITH OG131B-14. 25 CONCN RETG OMFATKB NSIW.L COMPLY WTIH ACI STAWMDS. 2S D45 WIRE PER ASTM AIDWAIONM 3)MASONRY: 3.1 CONCRETE MASONRY UNITS (CM) SHALL CONFORM TO ASTM CAD, NORMAL WEIGHT WITH MNIMUMNETAREAFORIA TO TYPE -WO. 3.2 MORTARSHALL CONFORM TOA8TM C-2A TYPE MORE' DINT3.3 FULL LM AGGREGATE A DAY COMED 3.4 MNNLN HANP.- 2000 GY CASONRY 3NtENGTHSTRENGTH OFC ES ANDMORTARBY SHEL ffT BE LESS NG iHMi PM- 2OR AL MASONRY STRENGTH SM BET METHOIT E THE 1NR STREWTHMTS NA OR.ALTERNATIVELY.ATNELY, BYTHE TWSM TEST METHOf1 MERE UBM REQUIREMENTS NAVE NOT BEEN MU. E WL 4)STRL: 6.1 SAFE OADVALUES SEARING OF BEDONL FLORIDAI IL NGA TTHING OF EDI(WITH ATION, MINRESIDE ACCEPTABLES.3 OR FLORIDA BULDIWDODE 7M WLDI,G, ION2TML, SECTION RBBB.B.3SRASED ON BAIDNC CODE 7T1. ANAIONLYSIS AACI318-14 AND TgI402-16 42 WE DESIGNER VALUESEALL STD ON RATIONAL DESIGNDII FROM THE AE LOAD ABL $ B 402-18 4.3 DESKGNER MAY EVALUATE CONMOMENT A LOADII THE DISTAH AD WAY FROM FACE CLAATHE MAXSM)M gE818TWG MOMENT AND STEM AT4DISTANCE AWAY FROM Tiff FACE OF THE SUPPORT. 4A FOR LNTELLEWTH ATERM&REWtIS RVERTIC AT EACH LLEDEND Of OLID UNTEL.ITH IXRAW MNNUM OTff (I) x& VERTx:AI gEBAR M REWIRED AT EACH END OF THE LNTEL. 4A TEMPORARY 8UO,WTBEREWVEDNIL2AYSFROUPAMM. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d X 1 17 HOG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE. CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. & LINTELS SHALL HAVE 4' NOMINAL BEARING (4). 9. 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. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2X MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177' ° x 2 71W LONG, WITH WASHER ® 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM V-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK IC) 1 (2) 2X12 BEAM SCHEDULE REUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. -TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WAH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8"XS' (1)ti5 GROUTED SOLID GRAVITY & UPLIFT SAFE LOADS (PLF) WxB" RECESS DOOR HEADRR GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER " mw.ewRE mNoa (Mcm.- mN_ IEIN5VERE M" 3 tNa P'.E-E IZGN. (21D.AWRE MN mwAwRE M. RGDAawgE mw, LEI-— mN. lal w.awRE (1).E 12)w.a WIRE M. >aN PNuaT R)w.4wNE plw.a la)w.aWRE IaGNo. zaeo Ala IAMAwwE (2)H".. mw.aWREOq m d.awME mN",4 rrff-ilETT (z)w.awRE mN>. HN TAT GIN— (z)Nc.. w AI Goa rr (2)­­mNo.4 aro GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xt6" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 1. ,Nw ,"N p' (I�vMI •.mvoliwI "<liuwn "muroi ota000 I- I mFAEE-GeTr mm.soE GmINwA.a (I2Z)l Nx"o.3a wo tzl w.awnaE .. zr .PEcuT awxe a ar T mw M 12) A.- 12INa m_._ mN mwewiA mN L4- L)w- M.w Izw z., IEEEE aREWT mNs MN IMI mw.w1AE mN ObS T mw.aWRE M..20. (al w.awAE mNo.4 T mLHawPE 9)W 4 m-mmAE MIA 11 -CAST (2)w.aWRE MN".. vIEGAaT 1210..1.. 121No.4 6.M m A A C N I T A C T A G " In 41 N. RONALD REAGAN BL\ LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 wwwabdesigngroup.com AA M: 0003325 8U9DrV & I,4OT S ILVERADO LOT: 9 BLK: 14 PROJECT#4 03719.000- 09141 WODEIt "2045-LANTANA" GARAGE 8WING: RIGHT PAGE: LIFT BEAM PLAN 50 MPH EXP. DAIAT 01/28/21 sCAIa: 1/4"=1'-0" eiiEET S 2 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR Wf 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"xe 1, PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �t \,\ PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND [p; AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST W5 bar_ TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16" Ic 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONG BEAM ^ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#6 / A TOP OF THE LINTEL, \�' p 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P95' (�G� 806 DEL. BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE G 8x8 BOND BEAM O W/(1)#5 BAR .`. BOND BEAM F = FILLED W/ GROUT I .(�p� U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 `/%p 16-1 T/ 1 1 v 8x8 PRE -CAST CONCRETE NOMINALLENGTH (BAR=WIDTHOF MASONRY ��S,TOP � LINTEL WI (1 AR=WDT 1-7#VS, 0 OPENING - 2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE CFy 2 BEAM DESIGNATION THAT XFIIX-1T 1Noe INDICATES A DOUBLE BONG BEAM BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3I4"=1'-0" AND XFXX- 1TA)WOB INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W O STEEL (Lt) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1 f4-) 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN ;" 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW SILL 9 SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" a SLOPE FROM EACH END AND 18' 1-1/4" EMBEDMENT Q 2x8 (MIN 2 X 3) 23M6 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 142,X4LID BLOCKING BAR TO BE PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING W! UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7115' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2"=1'-0" G 5 SCALE: 3/4"=1.-0. 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA, HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I .% > - I SINGLE #5 CORNER E BAR, 30x3O TURNED UP (`OI) OR TURNED DOWN INTO STEEL REINF. OF 9 FILLED CELL BOND. BEAM II I II / II II/ FEB G8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF SARIS), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=V-0" I R C N I T! 6 T 1 6 GRWOO.n 31 N. RONALD REAGAN BL LONGWOOD, FL32750 PH:407-774,6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 1lVHDIV. ae LOT S ILVERADO LOT: 9 BLK: 14 P1toimcTp 03719.000— 09141 MODEXe "2045—UNTANA" GARAGE STING: RIGHT PAGE: DETAILS 50 MPH ER. 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS FRAMING NOTES: 1. U.M.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)1Od x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1IT HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 112" HOG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT) X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. 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 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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. AH11T 2X4 BLOCKING BETWEEN ---- TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 6 SECURE TO BM. W/ SIMPSON LTA2 USED AH15 TO BRACE TOP OF WALL. AH17 AH19 A A A A A A 1@ Im Im 5 3U w' w' u3 D u-1 u-i u-1 'w u-% w _ U U ." "' "' "' ." U U U FRAMING PLAN SCALE: 114" = V-0" FEB WGo li N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdoslgngrouP•oom AA N: 0003325 I� d aUDDIV. Ae Vo SILVERADO LOT: 9 BLK: 14 PROJECT► 03719.000-09141 HODELs "2045-LANTANA" GARAGE 8NING: RIGHT PAGE: FRAMING PLAN 50 MPH EXP. A R C N I T[ C T 8 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 6 24" O1C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (B) 10d x 1 �" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA78 HTSM20 WI1010d TO 8{2) SIMPSON HETAt 6 TRUSS ANCHOR WITH ROOFIWALUFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x d", TRUSS AND (4)1/4" x 2 1/4" (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND SHEATHING FASTENER SCHEDULE" (8) t Od x 1 j" NAILS TO GIRDER. PROVIDE 5" 8", 8" x 4'-0" MAY BE ADDED WI10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO CONT POURED LINTEL !��� . 11pCi N OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE GrOu{1�. C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO GIRDER # 1800 UPLIFT (2) SIMPSON (16) 10d x 3 }^ NAILS TO GIRDER AND 8", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE HTSM20 INSTALLED ON PRE-ENG TRUSS N. RONALD REAGAN BLVD. (2) SIMPSON HETAi6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 ADDITIONAL PLY MAX. TO SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: 407-774.6078 FAX' 407.77 -4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) �' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL www. www.abdesigngroup.com group SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 k TO GIRDER AA N: D003325 SECURED W/ (3)16d GALV COMMON NAILS ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" On, 1x2, 2x WOOD FASCIA (2)7/" x 5" TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED WI (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) k x 5'TITEN HO TO CMU AND (18) SOS }• x 3" 1X2 SECURED W/ 10d 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 = U:i 810 LBS, L:770 LBS (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 = 4726 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/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1;, _,' TYPICAL ROOF 3 scALE:3/a"=r-0'• GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND T 2X4 No.2 SYP DIAG. TRUSSES WHERE ING BETWEEN BRACE W/ (3) 12d EA� SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE P T W/ 1Odx"2 HDG COMMON NAILS. (a� EACH END TOTAL OF 10 0'-0" TO 30'-0" (1) "X" BRACE � �I 30'-1" TO 69-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. (2)'W' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 8'-0" MAX (W/1X4) FROM CENTER TO END, WASHER SET IN HIGH �R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" �r * SEE ARCHITECTURAL MIN. EMBED, AT 32"OC MAX. PER ELEVATION r SECURE GABLE TO 2x8 LVVIJOIST WITH PRE-ENG GABLE TRUSS BACKER BLOCK 10DIAGONAL P.T. PLATE W/ 12d'4 8" PRE-ENG I -JOIST BTM. CHORD STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 112" HIGH �i BRACING, SEE TRUSS ENG) CONT. 2X4 SECURED WI 10d's la STRENGTH CLG. BOARD I` PLAN FOR LOCATION ' V SECURE 1-JOIST TO TOP PLATE N a REQUIRED 01O.C. EACH TRUSS MAY NOT BE 10-0EOINCSTALLEO (� W/ (2) 12d TOENAILS I— DOUBLE TOP PLATE BTM. CORD OF M WOOD ROOF TRUSSES HTTd W/ 5/8" A.B. WITH SEE SCHEDULE FOR 20 OR 2x6 WOOD BEARING MIN. 7" EMBEDMENT BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18) 16d x PLANS FOR SPACING. SINGLE 2-12" NAILS TO POST., Rhoa am 7HOOM 4500 3/4" WOOD PANELS 8000 (2) 12' WOOD PANELS 60 (2) 1/2- WOOD PANELS 80 2x LUMBER 8m BACMBlDC1C%11STM. lHam88 PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. POST TO SIT DIRECTLY ON SLAB 4 ix4 BTM. CHORD BRACING 8-0" O/C END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'1T O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /^\ BLOCK WALL W/ GABLE END 9 314' WOOD PANELS 6000 12)1/2" WOOD PANELS 60 (2) 12" WOOD PANELS'c• 90 2x LUMBER < . . .. .. < INTERSECTION TYP. BTM. CHORD BRACING I PRE-ENG'D TRUSS SCALE: 3/4'--V-0" 6 SCALE: 3/4"=1'-0" • 0 «` LVL/WOOD POST CONNECTIONS 5 SCALE: 3l4"=,'-0" r,_�I-JOIST CONNECTION @ L.B.W. �* 5'EDGE CENTRAL 6DALE:3/4"=V-0" UPLIFT) SPACING SPACING (NO SEE SEE wg7M. HE CDUL' SCHEDULE SEE U ING PLAN 8„ 7„ 7« 5« 5« 5« LL 0 0 0 SE SMINE�MBED BOLT SIZE SEE LEDGER SCHEDULE W THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH i/4"D o�' Cf- w 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE USED SO LONG AS THEY CONFORM TO THE HOLE EDGE>5/8" HOLE DIAMETER BOTEO INTO GROUTED CELLS, WALL AROUND FOLLOWING Iac7>9an►. as LOT: SILVERADO LOT: 9 BLK: 14 PUDJWT# 03719.000— 09141 MODMIA "2045—LANTANA" GA>teAGN 8WDf - RIGHT PAGE: DETAILS 50 MPH EXP. < 2/5"D SGL. STUD Z 2. END OF FRONT AND REAR LEDGER SHOULD z OUTER 1/3 OF °D LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS D/E C A B Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES HOLE EDGE >5!8" °D CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. DIA. xqAMF 3" MASONRY SCREWS MAYBE USED, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. L C - SIMPSON HGUS28.2 G < 2400 LBS, U < 1810 LBS W/ (2) 314!'* SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS WI (4) 3/4"° SIMPSON TITEN BOLTIJ-BOLT, 5" BTM. OLE DIAMETER MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) i6d GALV. COMMON NAILS. PLATE < 3/5"D DBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < IWO LBS WI (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)18d GALV, COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLT SIZE VEDGESPACM6 109flM8PACM0 A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" 0/C C DOUBLE 2X,0 12" 8" O/C IV, O/C 0 DOUBLE 2X1 O 314' 8" O/C 24" O/C E DOUBLE 200 314" 6" O/C IVO/C F DOUBLE 2x12 314" 6" O/C 1 12' O/C FORCES ALLATTHESAMETIMEF TRUSSES FLOORTRUSSUBJECT UPLIFT, SESOTEXPOSEDTOWIND ARE 2 FEB 1 SUBJECT TO F1 AND F2 FORCES. AD DA r'RDFT01/26/21 11 ALTERNATE MATERIALS 8CALM 1/4"=l'-0" AND BORING LIMITS �� WOOD LEDGER DETAIL SCALE:3/4"=1'-0" 8*1ZlECT 8 10 SCALE: 3l4"=1'-0S 3.1 A" FLOOR DECK 129 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON WI (6) 3116" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0" SIMPSON H6 WI (8�d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD D E" EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 GIRDER TRUSS 1/2"HOGNAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3/4"=V-0" DRUSSES WI 10d G 9 TWD.EEN PLY STAGGEINTO RED UPPER PLY INTO 2x8 BELOW 8" CMU WALL REINF PER PLAN P VATIO O rz o= U PER ENATION � m�< iX2 FIRE -STOP ��/q �`-4" NI IL #8 WOOD SCREWS x 2" LONG @ 3' O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 Z/—EA.TRLJSS III �14. NAILINGPATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBE 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 SCALE: 3/4"=V-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d ® 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. W/ (4)1 Sd NAILS INTO LEDGER AND 1 Od G 3" O.C. #8 WOOD SCREWS NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C.; NI 2x4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS . 4 16d ( ) STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF �k NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x6; 3/4" AS SHOWN is i 2x4 BRACE @ 48" O.C. w/ (5)12d V-4" MIN. FROM 2ND. FUR. FLOOR DECK lA NAILS Q EA. END LINE 2x8 CONT. W/ (8) l6d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2` EXP. BOLT NI 8d RING SHANK NAILS 4` O.C. MAX @ BT. OF FLOOR TRUSS V CMU WALL AT 16" O.C. AND 8"FROM INTO BLOCKING \ (ST. 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN S112" EMBED. 16d NAILS ®8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DE 'll 314 PER ELEVATION ELEVATION r GI/1 NAILING ERN MAI0 PATTERN PER ELEVATIONOL PER ELEVATION PER ELEVATION 2x4 P,T, CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER WJ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS 1z D.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16G W/ TRUSS PLAN) AT TRUSSES PARALLEL 32` O.C. MAX. (VERIFY W/TRUSS SECTION DETAIL TO EXTERIOR WALL PUS AT PARALLEL / PERPENDICULAR 5 SDALE: 3/4"=,•-0" PRE-ENG FLOOR TRUSSES NOT USED 6 7 O SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE{NG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW Al-LMIN ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (1YP) @ 24" G.C. ?I NOT SHOWN FOR CLARITY) MAX 0 PER NATION I FOR STRAPPING o VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 112" HIGH W/ 1/2"DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 TH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH ?y U c 900 LBS W/ (14) 10d TRUSS TO TOP PLATE wl (2) jF2x4 WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. NAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U c 1420 LBS WI (14) 10d BELOW FOR PLATE W112d's S" O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING CONNECTION WALL W/ SYP No2 STUDS SEE FL#17238 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • O• SIMPSON SPH4 OR SPHB BTM 1/2" GYP. WL. 80. 0 CONT. 2x4 SECURED W/ (2) 10d's @ EACH AND TOP PLATE ANCHORS WI tOd x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE SECURE D PLATE TO SLAB WI 1l2"x0" WEDGE ANCHOR Wl2" WASHER SET IN HIGH STRENGTH TRUSS TO BE INSTALLED QIO'-0"O.C. MAX. 10dx3" EPDXY 5-1/2" EMBED. MIN. @ 16" TRUSS/WOOD POST CONNECTIOkiB 1 Oa 10b 10c OC MAX SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL '' ea• TRUSS�POST ,,, C) SCALE: 3/4"=1'-0" • A - SIMPSON MTS12 U < 000 LBS W/ (14) 1Od GALV. NAILS. # B - SIMPSON HTS-20 U < 1310 LBS Wl (20)1 Od GALV, NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (IS) 1/4"x3"SDS, (1) SI8' A.T.R. TO HOU4 AND (10) 1/4" X 21/2" SDS TO POST TRUSS CONNECTION L.B.W. 9a gb >�� POST TO lECTM SCALE: 3/4"=V-0` A&B - SIMPSON ABU44Z POST BASE <U:1,000 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U*565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST, A A C N I T A C 7174 6 Gr upin" L1441N.NALD REAJO W0D,FL407-774.6407-7744designgroM: e a • BUNDiv. ec LOT. SILVERADO LOT: 9 BLK: 14 PllOJECT�I 03719.000-09141 110DELi °2045-LANTANA" GARAGE DWING: RIGHT PAGE: DETAILS 50 MPH EXP. A R C N I T L C T N 6 r. LONGWOOD, FL 32750 PH: 407-774SO78 (2) 2X12 HDR W/FLITCH PLATE. FAX: 407-7744078 ATTACHED WI(2) MS7A-24 @ EA. —\ W AAA #: 010003325 A SIDE SIMPSON H10A OR LGT-2 W/ 10dX1 � HDG NAILS; FILL ALL HOLES FIBERGLASS SHINGLES OVER #30 FELT PAPER ON jg" O.S.B. SHEATHING OR t CDX PLYWOOD SECURED PER NAILING SCHEDULE KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO.2 STUDS 0 12" O.C. KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO.2 STUDS ® 12" O.C. W/ SP2 TOP & SP1 BOTTOM �,.. 1U1-N.0 SPRING 2x4S NE OF ARCH 2x4 NAILER STUCCO OVER FELT MTS 12 @EA. TRUSS OVER PLYWOOD PRE-ENG TRUSS MTL. DRIP EDGE r- 2x SUB -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE O.S.B. SHEATHING OR? CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE �.�.. MTS 12 (9 EA. TRUSS 2X4 KNEEWALL TO BRG. HT. LL SECURE TO CMU W/ 1/2"X9" r Z ANCHOR BOLTS W/ 2" WASHERS p SET IN HIGH STRENGTH EPDXY t- 16" O.C. (6" MIN. EMBEDMENT}TYP. A ENTRY DETAIL-ELEV. 'D' PRE- ENG, TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN _ 2x SYP #2 DOUBLE TOP PLATE, — LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 1Sd COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 @ EA. STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN — OF WALL, REQUIRED WHEN WALL IS OVER 5'-0" IN HEIGHT 2x SYP #2 KNEEWALL FRAMED — @.16" O.C. MAX SIMPSON SPi Q EA. STUD — BOTTOM TO BOTTOM PLATE FL#17244 BRG. HT, SEE PLAN A SECURE P.T. STM. PLATE TO BLK. W/ 1/2"x9" ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" EMBED. MIN. @ 16" OC MAX. CMU WALL — mm1m=1mm 1 a=A-o.ALL DETAIL FEB 1 ha avHD:v ae rroT: SILVERADO LOT: 9 BLK: 14 PltOJECT# 03719.000— 09141 MODRIA "2045-LANTANA" GARAGE PJwiMG: RIGHT PALM ENTRY DETAILS 50 MPH EXP. DAM 01/26/21 scAuc: 1/4"=1'-O" BiIEET S3.1c 0 FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24116) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 (16-20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23W 0.113 F1667 SCREW -NAILS RSRS-O EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL, ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND S' O.C. IN FIELD ZONE 2e, 2n, 2c 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD SKI RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z z a ID . \J ' ........... I' , , , TYP. EXT. SHEATHING ATTACHMENT w -ND RAFTER OR TRUSS ROOF SHEATHING Z H p O m 3 BUILDING LENGTH ROOF SHEATHING LAYOUT AND FOR GABLE EENDWALLND BRFRACAING MING NOTE GABLES -DROP GABLE END & (1) ADOL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER WI BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFflICATKKI 52E 1YPE ePACNG REMARKS APPLICATION 813E TYPE BPACNG REAMPofB 1,Q PT FURRING ILO CASE NAROEN:D mx e" GARAGE ODORBUCK 1/P OLA TAPCON MAeONRY 1?EAIBEDD"T., MA9ONRYI CONO Mx11R'LONG. TO MABONRYII,VFIO. NO WASHER FgBTENLTi 9.OH; 11?EDGE GEDIS 069T. SCA,AL EXT.DOOIL9 CABEHAPOENEOWA PO,C WNpOWA FASTENED GIIMGE DOORBUC( 1?DN. WI DxSi.. to PT, SEE NOTES 1. Ma 11?LONG. STAGGERED NTO MA90NRVNxING TO I——TEOG DER E%PANGON BOLT 2A'OIO EDGE DI9T. WNDOYIe DASEIA D.DWIL rac wNDOWN001U FASTENED --To CONTACT THIS ENGINEER FOR SPACING 1x Pt, BEE NDTEe MIL 11?LONG. sucoEREo Nro Meoa+Ynxxva MAsoMRrrc c. REQUIREMENTS EXT.Sww— (2)8I16'DN. TAPCON' 18'OIO 11?fMBED.B'END. NONdEAPoNG WCOD 1G'• EXPA N'OC A'EAIBED. A'EM1D &1CKLPI',BEENOTEB NO WASHER FASTNER DART., 11?EDGE DIST, WALL To— T- W/WASHER BOLT DIeT.,YEOGE Oxif. L PT WNLCDI_SK U.1NI'PAFa21e° PGIC a'EED.EDIS, PT T09�EL COL., SHE W(WAg1ER STAGGERED EDGE DIST. iEMOM 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 BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC3YC33M. MAXIMUMAGGREGATE SIZE SRALL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BECHAMfERE0314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS. SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602.18 AISI SPECIFICATION FOR THE DESIGN OF RRIER PROVIDE 84AIL CONTINUOUS POLYETHYLENE VAPOR BAMEMBRANE UNDER ALL SLABSONGR01X1D WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE ME TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp #2. 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A10B4M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED &-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS RE S E AST 1 M BAR HALL B M AB 5 MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. 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 "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD UPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 Paf -norvoonTOP CHORD REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" 08 BAR - 38" WOOD TRUSSES. 10 psf BTM CHORD -non-CGnCURenI #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIEDTO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pat TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 Pef BTM CH6 PORD 5 ef BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opaf 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 WAIL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 020) EXPOSURE B, RISK CATEGORY 10 (NI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL H BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: WITH BALCONIES (EXTERIOR) HABITABLE ATTICS AND ATTICS SERVED WTTH FIXED STAIRS: DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: : 40p GUARDS AND HANDRAILS: GUARD COMPONENTS: SOW, PASSENGER NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpa}, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30pat STAIRS: AGE N SLEEPING OM: 4 PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Pef MASONRY. PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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 OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 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 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 70 THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE nn - 2000 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 C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pat FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,800 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,0DO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR WALL SUBMIT PROPOSED MD( DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MOL PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED V4 PRIOR TO THE ADDITION OF PLASTICIZER FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M, Fy = 36 kM FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy = 46 KAI. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 kSL TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTMC94IMM OR MEASURING, MAW, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY W SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE PROVE. REQUIRED CONCRETE COVERAGE OVER REBAR SRALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ARDOR WEATHER I:IM FOR HAND SMALLER 2FOR A AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3"r FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLWN PRIMARY REINFORCEMENT, TES, STIRRUPS 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 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FEB 6 Grown : 441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.com AA $: 0003325 J A A stmmv. ac LOT: SILVERADO LOT: 9 BLK: 14 PROJECT(/ 03719.000- 09141 MODEL: "2045-UNTANA" GA %AGE BW U40: RIGHT PAGE: DETAILS 50 MPH ER. IW ,a