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Home My WebLink About35603 Burma Reed Dr99 14 9 90 4EWB__-_FRE_E 99 HOME 12602 TELECOM C WtIVE, TAMPA, FL 33637 6WOV, je, 4f olui, P +let��J o P Q� cLQ� ! �e Tel: (813) 740-9720 Fax: (813) 740-9715 Qv *STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .gln= HOIIMM COW. ant aDirtotl ( � • AIL IACAL AM STATE CODES •OCCUPANCY — RESIDENTIAL, GROUP R3 ABV. ABOVE LAV. LAVATORY AAITI°"BG L"M. L"LUMINOUSADD C. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. MOUNTED c1 ceNTERLINE MTD. MOUNTED DATB DESCRIPWTON a„"' ADDED LED L& n0K=M4DATWW" ARCHITECTURAL SHEET # DESCRIPTION 0600 ADDED ado PATIO OPTION PG Cl—COVER SHEET Qj/I&II� Aj�� $rQM OPTION o MAS REVISED DOORS AT LAWRl' CLOSET FIWM (2) 2'-0' TO (2) 2'•4' 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • CONSTRUCTION TYPE - VB •MIN. INTERIOR FBO3H — CLASS B • BASIC HIND SPEED — Vult=150 MPH Peed=115 MPH -EXPOSURE — B •1—STORY RESIDENCE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES GAB. CLc. GLR. CONC. CPT. C.T. D. DBL. D.G. DIA. D[M. DISP. D. DR D.S. DTL. D.W. CABINET CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER MTL. N.T.S. O.C. PL P.B. PH. PLY. PR PIL P.T. R.RISER RAD. R.A.G. REF. SM. R.O. S.C. METAL NOT TO SCALE ON CENTERS PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2A—ELEVATION "A" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING REVSED DOOR ar outERe uWLK•N CL08ET FROM r 8 To r 6' EV01RO REPLACE IBP CONNECTORS WITH SR WN COMECTORB 03)I040 ADDED OPT. REAR Arc LOCATION 05/IV20 ADDED LED RI01lEk8 BATH • STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALC.'S LIVMG IAA 6Q. FT. GARAGE 385 GQ. FT. ENTRY 11 ba FT. TOTAL I,'�0 BQ. FT. OxID PATIO w ea FT. ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407} 774-8078 EA. EACH S.D. SMOKE DRTECTOR EQ, ELEVATION S.H. SHEET HUNG EL EQUAL Ni SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.GJPX. FDSED GLASS SIM. SIMILAR P.G. PUELGAS SL. SLIDING FIN. FINISH SL. GL. SLIDINGGLASS FLa FLppR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR DR FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.1. GL. GYP. BIL N.B. B.C. HDR. HOT, L Mr. GROUND-FAULT NTB�U'PTER TCH2CU[T GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER INSULATION INTERIOR TOP T.O.S. TYP. U.N.O. V.P. W. WD. WOHW W.I. TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR WASHERPROOP WIOOOD WWA ER HEATER WROUGHT IRON STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG SI.IA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.IA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SNl—DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TDMY MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. i44i N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 [lei C C i �L.TJ U O11j aIU13DIV. & LOT: SILVERADO LOT #14 BLK #19 PF1 'T� 04128.002-14191 MCDZIA 4EWB "1499-FREEPORT" GARAGE SWING: RIGHT IPAGE COVER SHEET 50 MPH EXP. B AUG DA=: 07/24/20 SCALE: 1/4"=1'—O" ilIiEET kk C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. WM 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 I/WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE 1. 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 ROOFNWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLLSLBWO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 1 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINNOS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR MUM 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, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE 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. EMWR CEILINGS t 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 1l4" TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'$ 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. /1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744073 wwwabdosigngroup•com AA #: 0003328 Y C �a A y z a sURDM As LOT: SILVERADO LOT #14 BLK #19 PROJECT 041 8.00-14191 11[ODEL' 4EWB "1499-FREEPORT" GARAGE 8WING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DA� 07/24/20 SCALE: 1/4"=1'-O" siIEET GN 38.-C. I 1 oIIEEI'o - - oIIEEEEEEEEEEo� m tl 11 o!IEEEEEEEEEiEEEEEEiIo oIIOEEEEIIo ;i 10 � �i��i'■ip■ . M M 9� 600, \\ 0 �I •--, — . - o .. FLOOR PLAN SCALE, 1/4' ■ I'-®' EXTERIOR MASONRY SQ.FT. CALL. S WALL BROm HEIGHTS LNlWj 1,4W SQ. FT. ® GARAGE 385 SQ. FT. 8'-0• ONG. ENTRY 1160. FT. TOTAL 11900 W. FT. &18 PATIO em SQ. FT. CCIPOIBLLAIOCLACDIaiNaDLOAOB artac rao a�oaaE Fon a eaDow auale GINIIIIIIIIIIII ANDT E 301E 10 WHVWOW 181Ma:8 MIN. WINDOW 5 24/-33 CRITERIA EXTERIOR SWING 18 $ 24/-31 DR. MIIIL CRITERIA SrG.D. MIN. 41 5 23/-21 CRITERIA 16010 O.H.D. 112 5 2®A/-22.1 BASIC WIND SPEED MPH — 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II. EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE HEEN MODIFIED PER FHCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONINOI.DATB C TOP PLATE 9 �n BAR DETAIL A NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 150TWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8• (35 MM) IN THICKNESS, SOLID ORHONEYCOMD-CORE STEEL DOOR$ NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com L AA a: 0003325 Y ti c z mj BTJBDrv. ae LOT: SILVERADO LOT #14 BLK #19 PIROJjcCT#i 04128.002-14191 MODEU "1499—FREEPORT" GAieAGZ OWDWO: RIGHT IPAGIC: FLOOR PLAN 150 MPHA. B i A. NO pptmT DAIM. 07/24/20 8CALE: 1/4"=1'—O" m*mc T Al ./-16'-4' BLDG. HST. 1 ■ 9 L SHINGLE ROOF 12'x24' FYPON BRACKET OR EQUIVALENT 6' RAISED BAND I■ S OFF RIDGE VENT ARFAOFAT - 20R0 xi.Fr. NETFREEVENTILATIONAREARE"t"PED 1/Im REQUREDVENTHATIONAREA = LBO (3R0 = b93 VENiRATIM MEN X SCL INQIES PER FT. I344) s M4 SO, IN. NNN. NEWREDVENTI]AMN = .SX M4 IN UPPER PORTgN MATtiC 4R9.2 IN. OFFRIOKEVENTIIATIONA6 ll S0.IN. PERVENT ""2/1R TOTALROFVENRRE8NRE0 = 4,3 TOTMtlOF VELAR PEIVAJEO . 5 -AREA O F ATOC K THE PEENRER OF THE NDKM LESS THE OV ERNAND o7moROFWMLTo EX1ERgR OP WALkN00VElMNWMaUDEDI �� " -- - -- -- -- ---- - -- ---1� - -- - -- 4' RAISED SHUTTER ---r-oAcH LIGHT no III III � � ■��p NINE ll ll ll ll ll ll BAND- LmIn FRONT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FNIS4 NOTE: WALL FENESTRATION FLASHING AS PER MOR R103A OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT. ---- REAR ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH _ S'•0• B�. HGr. O'-O' FIN. FLR I I O'-O' FIN. FLR LEFT ELEVATION SCALE. 1/4 - F-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT S'-O' BRS. W.T. S'-O' BRG. W.T. I 0• 0'-0*FIN. FLRo—_—_—_—_—_—_—_—_—_—_—_—_ ___—_—_—___—_—_—_ I I _—,—_ 00'-O'FIN. FLR RIGHT ELEVATION SCALE, 1/4 - I'-0' TEXTURED FINISH 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407.7745078 FAX: 407-7744078 www.abdeslgngroup.Dom AA 8: 0003325 a a SVHDm to LOT: SILVERADO LOT #14 BLK #19 PROJECT 4128.00 —14191 MODEL: 4EWB "1499—FREEPORT" GARAGE SWING: RIGHT PAGE: ELEVATIONS FF AFF 150 MPH W. B ELECTRICAL LEGEND DEFINITION NOTES GSV OUTLET 20 Orr SNKA POLE UOV OUTLET IIOv OUTLET N OF Ou/LET Map TO SSATCW NEV OUTLET sourm pyTE Wn'DATTl t POWTAR TTFE) 220V OUTLET (4) WM CONNItMWN I aM. "TOFNMWM OUTLETSUNTCW GROUND FALT OUTON 3-WAY OPERSUNTCW 4-WAY OFWIt LOLIOHI'CEILING LIGHT LED CLG LIGHT ©vp LED VAPOR FROM Lw f O Vp VAPOR FROM WSW © REWssOCAN VENT, PAN I C2R1 MR Sri FT. VOW. FAN W LIOW 1 OM Fill 612. PT. Y PUriUle (SFEC'S TURD ET PU 24RLD IIRAP ® ��qq�� (MECEaB O) A ICUMP R-UORIGENBTCENT I- (alilaACE MINT! AA ]_� 7' PLIIOIlSC6Nf /� 4• PLU0106CSIT s- -�-�-1 W TRACK LIWR 0 PANEL METER OSD. 6MrKE DETEcrae W- Iri WALL MOMIND eAn. surJc.u• 1 1 am"DETECTOR gEHAEIN111111K ® SlCO GAgm OWOEECTOR SHALL ION A W6TACi OF NOT LESS TEN A• MM)AllT LIWR L> NATURAL GAS CUTIAT ► TTLVECME JACK WAD AIR DISCONNECTSM AW ON POE TELEVINON JACK CELNS SOCK J.EpK ACCORDANCE aW OM MARK D AS 6104 FOR ILNS am F,INLI6NT TO a SLOWCMW INCEILING A COIDANCE W Si A* SOON FOR a�pp 24• aCAND56C U LOW STRIP LIGHT 6,RaP nnn® 4w INCIANOSIOCENT LIGHT 6TRT PLOOD LOW Kl GPM. 6EDRtlTY KEITAD • Pat.PUE4-.— M oIR ua es Wi row • LOCATION GP TV JACM A PWOHII OUTLET* A RAN* TO eE VERFED r HOPEGmem PRE-CON*TR CTION MEETN& • ALL E A 20 AMP !RANCH CIRCUITS TO BE ARC FAULT FRD1ECI D PER ELECTRICAL PROVISIONS OF OM • 20 AE• ODICA LAUNDRY CIRCUIT. • GR r OLAD (NOT ON KnCISSI CIRCUIT) • DIOWWAGW t DISCONNECT TO CIE LOCKOUT N PANEL • OATWW M EOLAST PAN TO NAVE MN. CAPACITY OF SECTION M 613 • LANORT IDOIT REC�TACLE SHALL W GIRCND FAULT Cut=-WVPNW"M PROTECTION POR PERSONNEL ON PEEDEM • LOSING METHOD SMALL = NON METALLIC CABLE PER ELECTRICAL PR12VISIt7N6 OF PWR ATH ® (2011 • ALL WORK TO COMPLY NTH ELECTRICAL PROVISIONS aF 1iE [Rue 61u m r2en) • Ts1t GF LIWRNG r rr 6E SHERRY iRlGlilt tYFE PER ELECTRICAL PLAN SCALE, 1/4' . P-10' COACH LIGHT W P Panel MAIN -A PANEL: 0/16 V•p crL breaker VOLTAGE: 120/240 V-1Ph MAIN: 150 Amp WC.B FEEDER: 3-#1 Cu THVNJ & 1- #6 Cu (G) in 1 1 /2" C. OR 3-#21D AL TFMN & 1-#6 Cu (G) in 1 10" C. Vare P.I. 6I. D.. d en w- Grail an.A W.M Mal al. Pd. V.A. 012 i 20 tErsiaR OFI Ax TlA3 1210 1 2 H2 2 20 Mprlon Pump 1DOD 3 { s a 13D4 A C.U.-1 36 2 Aa Sp.. 7 It PANEL -A PANEL: 42 at breaker VOLTAGE: 120 / 240 V -1 Ph MAN: 150 Amp M.L.O. FEEDER: 3-#1 Cu TFMVN & 1- #6 Cu (G) in 1 12" C. OR 3-#2/0 AL TFMAM & 1-06 Cu (G) in 1 12" C. Ware pd. SIF D.'d W. CkeuO I Graff Waa. Mal ua1 SO, F.I. Val. #12 1 21 Smrl Appl— 1500 1 2 aODo Renee 5o 2 0 Al2 1 20 Miao 'He GFI Isla 3 { H2 1 2D Smrl ppll— 1600 5 4WD Wren Hara 25 2 HG 012 I 20 R.M a 1500 7 a 012 1 20 Di VFtoogedP AFd 1500 p 10 IM) O.pasr GFI 20 1 H2 H2 1 Z/ arh GFl R.Wt.dw 1]00 11 12 1500 D.hw.Arr GFI 20 1 H2 H4 1 1s Fp /H&I/Bb.#2&#NSrh N2 AFC1 900 13 14 60110 Oyer GFI 3D 2 et0 H4 1 15 Ut Room. Lanai U AFCI GOD 15 19 H{ i 15 Klt.hn, PeN , 6 Dining s AFCI O00 11 1B 7900 WesM OFt 20 1 H2 H4 1 13 SDd Cp AFCI ow 19 20 1000 D-0W.r GFI M 1 012 1 20 Lamdy/seEe4/O AFCI121D 21 22 120p G.reae I Fxt.Wa Lle A R.cepledee AFCI Zl 1 P12 8 w 23 24 OW Cens[eSWNAFCI 1525 26 a00 04Mr% SAO— AFCI 15 1 014 Sp 27 - 2D 3D I= MRAIon eorerd. o•4Y M I H2 rM2 1 32 spec. s w 34 SO- S .- 35 3a37 M Sp..s 2 35 A/C ARP) p1erP 5 KVA r O&% 5525 w 40 .! 41 42 spas. Lob .ubi-t to Aaene 0.4o, nw.,AdW. I One 10000 wm lob eWUed I. 4 .rA enter eebWbms / INs Donond FacdorColcublionw. ABBREVIATIONS: AFCI: ARCFAULTCNCVITMERRUPTER NC: NOrFCOINCIDENT LOAD ON: GROUND FAULT NIERRUPTER Tow lab .ela In amwA Astor 42700 ' Final t000D -IN r IOD% 10000 RemrNn vrtls A Ia6 13ON Tow A!C lob1 10920 LOAD CALCULATION uM BASED ON AIC MON-COINCIDENT LOAD Totr C-splb lab WeOc 33W09 Tdet Amp.(.. t.I 240wa.) M41.3 General Lighting & Receptacle Load Tdr A/C S aA Per 1499 GH U. A Rea 3 W / Sq R. 4497 w4�. 1 a165W/Li htat100% 65 TOW Oanrr U 6 Rep (WAte) 4562 Ckk6t Taal vAft Gon" Lis 6 Ree PaW A 9 W7 4562 I I I I L I = I LED LIGHTING Cam? SINGLE LAV. BATH 2 I I LED LIGHTING SINGLE LAV. CkMl S BATH 342/0 CU, T/SU4 • PE• CI IN 2'CGNDUIT OR 3 FAUN . rE Cu IN 2. CONDUIT OR 2/0 AL ORA TO TERMINATE AMOVE SOFFIT • oVEIQ14AN0J INV AMP ELECTRICAL RISER NOT TO SCALE. D 60W1240 YG GENERAL NOTE*, ELECTRIC ELECTRIC METER N I PHA A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL rEMA. 3R ENCLOSURE LO PANEL C0M MY UN ELECTRICAL PROVISIONS OF THE EDITION [2 11) LOCAL CODES, AND ALL LOCAL POOR corrA4Y REagIREFB4T6 i0A/2P E. ALL CONDUCTORS SHALT. BE TYPE THFN/THW UNLESS NOTED OTNERUSE. TELLFFICN! SERVICE CAME TELEVISION PO TER as 1PANr iRANSPORIER ENTRANCE SERVICE WTRACE EOIIIPP'A EOUFM@R INTERSYSTEM OGNDNG TERMINAL AT LOW GRADE r VOLTAGE COP►ECTIONS PROVIDE 00 AMP, 120440 VOLT, i PHASE SECONDARY-- 1 •4 CU SERVICE GROUND CONNECTED TO ELECTRICALCE. SERVIPRVI ODE 3 9 COPPER (CW INONC CRETE ENCASED FOOMM STEEL PER 1-102" DIA GC 4EP LE SCONDUIT O PVC OR PROVIDE 3 ELECTRICAL FR� pyp OF THE PISCIR daw Ri/0 ALU•INU'M (AL) IN DIA SCIEDILE SO PVC EDITION (201T1 CONDUIT UNLESS SERVICES PROVIDED BY TFE ERIC LECTCOMPANY. COORDINATE WTH TIE ELECTRIC r..IA% 8 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO DID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX 407-774-4078 www.abdoslgngroup.00m AA#:000332b 4x r� z i MI StMDIV. m LOT SILVERADO LOT #14 BLK #19 PROJECT# 04128.002-14191 MODZU 4EWB 111499—FREEPORT" GARAGE SNIIITG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH E B a M BPK I s 2' VTR ----- 2, 11/2 1 1/2' 1/2' - I I I/2 2 l__J II SHUR -----' -----' LAv UJG 2' 1/2' KITCHEN 3 SINK U/ _ AUTO VENT 2' 3' DASHER 2 , r 3' L — —— _ o— s 2' VTR 2' 3' AV. 2' 1/2' 4, �. CO Lill 11/2' LAV 3' 2' WC 2 TO TUB 3' MAIN 9 I 2- PLUMBING RISER --------------- PLUMBING PLAN SCALE. 1/4 • P-®' i"I N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdealgngroup.00m L AA N: 0003325 A C �a A BUDDIV. eg LOT SILVERADO LOT #14 BLK #19 PROJECT 04128.001-14191 MoaEIA 4EWB "1499-FREEPORT" GARAGE EWING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B 2X4 TOP PLATE W' DRYWALL SECURE DT. — PLATE TO SLAB W/ Wd MASONRY NAIL a 32' Or — MAX FIN. PLR F'RE-FAD TIMM 2X4 WOOD STUDS e24' O.c. NOTE_ STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (H)TYP. INT. WALL ( NON— BRG. ) D 1 SCALE, 3/4'.1'-0' FIBEMLASS SFIMGLES OYER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON a' ObA3. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS M. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—L' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR, L I'-0' TYP. O.H. 5/S' GYPSUM DI OR 1/2' W*W STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM' SOLID GROUT W/ (1)- «5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM lllD1 SCALE:3/4'•I'-V' ENERGY CODE FORMS ATION R-VALUES IRENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24' OC. 8' cm IR' GYP. ILL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S.M. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TIWW MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J, 0'-0' FIN. FLR. 7-1 d' tl_ se .0 a. W/ WINDOW OPENING a TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLS4 1—STORY HIP BLOCK WALL (2) LEA ERIUNDERLAYMETO LESS THNT SYSTEM D1 SCALE= 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486-3 TYPE IV, OR ASTM D 6'15i wo 6 K Y Pw &A" �oR ou ua ,cm Tern.weo, nao mom B GAS LINE THRU BLACK MM6 N'eM1I FIBERCII A SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.IJ ON a' 0A.B. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER 804EDULE P_0. TYP. MTL. DRIP EDGEI/y ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR.A / 8' CMU moon JAM PMAPPWVAL OALv. eTm arllsl[AD O IYdL BY MAM 11uCK ! Illy OrAm MaTNNW TO Rom TRACK eRAaQ» mr PROC= APPROVAL OEM s GARAGE DOOR JAMBS D1 SCALE: �-2X4 61-F 24'Or- MAX — SECURE W/ (2)12d NAILS e EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRK4H PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATICN R-VALUES J.PER ELEVATION 5/S' GYF'edl BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS a 24' OjC, 1/2' GYP. WL. BD. - WOOD BASE- FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9m5.l.l ON J' Obs. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE oH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \---2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CHu 0'-0' PIN. FLR � •e A• G . ae 4° W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN SLVD, LONGWOOD, FL 32760 PH: 407-774-6078 FAX; 407-7744078 www.abdoslgngroup.com L AA M: 0003325 J i 2_ E o a ac7>s m as LOT SILVERADO LOT #14 BLK #19 PROJECT* 04128.002-14191 "ODEL• 4EWB "1499—FREEPORT" GARAGE 81FIFMC: RIGHT PAGE: DETAILS 150 MPH EXP. B I tP.T. - CENTER OF DOOR WEADER GECUPED UV (U V2' X 8' J-DOLT YV 4' MN. EMDEDMENT W/ 2' X 2' X VS' WASHER 4 NUT OR UV (2) Vt' X S' ANCWR DOLTS W/ 2' X 2' X VS' WASTER 4 NUT m m SECU6 2x4 GN FLAT TO ELK INMAT MA80NRY NAILS. 2X6 GARAGE DOOR MUCK NO#= W/OL(8) V2' X 8' J-MOLT OR ANCHOR INDT8, UV 4' MIN E110E0MENT, W/ 2• X 2'X V6'WA"R 4 MT. (1) WT14N 8' Q TOP, (U WTHN 8' OF THE DIM, (3)EVIDLY SPACED. m m m m m m ALL A A11 ANCFJORB SHALL eE N ACCORDANCE TO MNVACTNIER'8 WTALLATION NSTRJCTIONB WERE 0,1[Y! /MTY jem a Maw! 61fW�.IT GARAGE DOOR BUCK ATTACHMENT 2X4a SECURE TO BLOCK W/ )W TAIMCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU )M' DRYWALL WITHIN 8' OF EACH END t IS. OZ. MAX SPACING. NOTE: STRUCTURAL 2X 1'X4' OR VX2' P.T. NAILER BE OUTSIDE 4 2X64Jm MUST BE Ix4 P.T. OR %'X4' MR T SECURED THROUGH SECURE TO BLOCK =-%' NON-STRUCTURAL SECURE TI-IEA FRAME 4 TAPCONS TAIRCON MIN. 1-i4 EMEND I-)." INTO BLOCK (MIN. SHANK 812E J45 EMBEDMENT INTO BLOCK W/ j(6 TAPCONB MIN, HEAD SIZE 300 8' CMW (MIN. SHANK SIZE .145 MIN. EMBEDMENT I YW) DRYWALL MIN. HEAD SIZE 300 MIK EMBEDMENT 1 r4 WITHIN 8' OF EACH END 4 16' O.G. MAX SPACMCs*ATTACH 4OR I'x2' P.T. NAILER WITHIN 8' OF EACH END •18' OG. MAX SPACING SETAFACONCUIRE BLOCK W/2' Ob$. X 4'MIN. DOOR CASING (MIN. SHANK S1ZE .145OOR CASINGMXHEAD JAMB OR WINDOW SIZE 300DOOR MIN. EMBEDMENT I Y4) OOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. TO 2X PER WITHIN 8. OF EACH ENDANUFACTURES DETAILS. IB• O.C. MAX SPACING, NOTE, SHIM AS NEEDED TO PLUMB JAMB NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB 7'0 BLACK +1-15//19" (WINDOW TO BLOCK +9 4 OR +5 4 `4 in1 11DtDOTW TO BLACK +1-15/18 SCALE, N.T.D. `"f E= KTA. 2X4,m SECURE TO BLOCK W/ i(s' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4 ) WITHIN 8. OF EACH END 4 IVOr- MAX SPACING. 2X6,m SECURE TO BLOCK W/2-%' TAPr.ONS(MR,L SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8. OF EACH END 4 8' CM IS' OJ:. MAX SPACING, )f• DRYWALL 2X&, ❑ PX4' OR Ma' P.T. NAILER SECURE BLOCK W!J-J)(W CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O)r MAX SPAGMCs NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-1 2' in1 TWDwW TO BLACK +1-1 " " SCALE, N.T.B. 2X4,m SECURE TO BLOCK W/ W6' TAPCO40 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE • 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. I-YW (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) , cm WITHIN 8. OF EACH END DRYWALL W3' O.C. MAX SPACING. 2XSm X4' OR PX2' P.T. NAILER SECURE TO BLOCK W/2- CASING TAPCONB 141MANAFACTURES, (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT 149TTACH TO 2X PER WITHIN W OF EACH END DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 49 DOOR JAMB TO BLACK +2 1 } T% 1fAiDOV TO BLACK +2 IX SCALE, N.T . 2X4m SEA BLOCK W/ V (MIN. SHAW. SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SIECURE BLOCK Wn_%.NCN-STRUCTURAL V � TAPCON MIN. I-Y4 (MIN. SHAW SIZE .145 EMBEDMENT INTO 15LOCK MIN. HEAD SIZE 300 . CMu MIN. EMBEDMENT 1 Y4) DRYWALL WITHIN 8' OF EACH END 4 X4' OR i'X2' P.T. NAILER 18' OL. MAX SPACING. 2X8® SECURE TO BLOCK W/2-V (MIN. DOOR CASING SHANK SIZE .145 MIR HEAD SIZE 300 MIN, EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OjC. MAX 6PACING. MANUFACTURES DETAILS. mm a!•m imp w RYAd f I nC.mw)) DOOR JAMB TO BLACK +3" F' LE, N.T.S. 2X4s SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE= STRUCTURAL 2X 18' O.C. MAX 6PACMG. MUST BE ON OUTSIDE 4 2X64s 6ECURED THROUGH SECURE TO BLOCK W/2-%, NON-6TRUCTURAL'1(s' TAPCONS(MIN. SHANK SIZE TAPCON MI?,L 1-Y4 445 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8. CMWITHIN 8' OF EACH END 4 )S' DRYWALL 18' O.C. MAX SPACING. 2X8,1m I'X4. OR 1'X2' P.T. NAILER 11 SECURE TO BLOCK WR-%, 2X SECURE TO TAF'COI'E8(MM. DRANK SIZE STRUCTURAL MEMBER 145 WK2A2d WITHIN W OF EACH MIN. 14EAD.SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4') CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACINCIL TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB 70 BLOCK +3" F +" ALE, N.T$. W. TO BLOCK 2X4a SECURE TO BLOCK WNW TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YW) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' OL. MAX SPACING. SECURED THROUGH 2x&4 NON-STRUCTURAL. SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4' TAPCONB(MIK SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE .300 • Cr1U MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 18' Ord. MAX SPACING. X4' OR I X2' P.T. NAILER 2x8� SECURE TO BLOCK WA-1/4' 7(6• 0.8$. X 4' MIN. TAPCONB (MIN. SHANK SIZE J45 DR OOCASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END t ATTACH TO 2X PER IV OJC, MAX SPACING. MANUFACTURES DETAILS. M01�. 4,M Y I�B TO I•N!! AO� fG0110/ OC�DIi') DOOR JAMB TO BLACK +3-7/18" WLNDOW TO BLOCK+9-7 G SCALE, KTA. 2X4,m SECURE TO BLOCK W44 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OG, MAX SPACING. MUST BE ON OUTSIDE 4 2X64so SECURED THROUGH SECURE TO BLOCK WA-I/4' NON-STRUCTURAL TAF'CONS TAPCON MIN. I -A' (MIN, SHANK 8121E .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 81 CMU WITHIN 8. OF EACH END 4 K• DRYWALL 18' OG. MAX SPACING I'X4' OR I'X2' P.T. NAILER 2X84m SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK 812E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 TTACH TO 2X PER 18' O:C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H WTO B +33/4 ' E, N.T.G. /r► • 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FA): 407-7744078 www.abdoslgngroup.com AA N: 0003325 F �yMg } H E will i avaDYV. as SILVERADO LOT #14 BLK #19 [PROJECT A 00�-14191 MKODEZA 4EWB "1499-FREEPORT" GARAGE 8WING: RIGHT PAGE: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FM 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 9/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 12/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-111 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/9172020 FL S684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 30758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 07/10/2020 1 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA N: 0003325 � rr s a q a z 0 6 Ip sysDiv &SILVERADO LOT #14 BLK #19 IROJICCT# 041 8.002-14191 MODIlIe 4EWB "1499-FREEPORT" GARAGE 6WING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 EXP. B 0 3, DA 07/24/20 SCALE: 1/4"=1'-O" B*M= D3 a PREPOPI ED CONTROL JOINT R.ANGH OF CONTROL JOINTS TO BE WEED TIED TO LATM • 6' O.C. MAX (VERTA NOTE.. DO NOT PASTEN CONTROL JOINT TO WALL EVEN F 6TUID EX16TO BEYOND VOMPT STAPLES UV Ili' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT OURMKs INSTALLATION ------- FASTENERS TO OE SPACED • 1' O:C. MAX VERTICALLY PLASTER 3 COAT CEMENT UR6 LAYER 9, FORTFIBER BUILDING PAPER APPROVED METAL LATIN PAOTENED *1'(VERTJ OC. MAX AT SUPPORTS URA LAYER 4, STUCCO I RAP WOO 6FEATHNG ` nna mr rr LATH SHALL NOT BE CONTIN lOU6 A• ro a• s• ro s- THROUC" CONTROL \ JOINTS BUT SMALL n BE STOPPED AWD TIED AT EACH SIDE. PER ASTM 01063 .-- PROVIDE IX4 9LOCICIN2 L0.4N PLACED FLAT MAX. 6' TO 6' PROM COMROL JOINT UNEN Nam, 11 L PA&TENER6 FOR LATH TO BE NAILS Ok / CONTROL JOINT PALL6 ON STP)CTURAL 61UD 6TAPLE6 IN COMPLIANCE W( A61M CI063 2. WRE TIED TO Be (NO. IS) 0,0415, WPE �•^ •�. 3. BLOCKING SHOWN MAY BE IN ADDITIOy\ TO WALL 61UDS REQUIRED PER PLAN / OLPCLD MIYO •P.A O LP0.D NWAIO •P.A ® 2. CIRAM . P.0 PO OL T.A W.W1/Wp • ® 4 KJI.D NlaltO • P. A P. A W. OPMAN . Pr.6 2. CIRAN • Pt 0 a CRAW PT.0 & GRAN - I-r. C • FOLD P, a MIER P. 6 TILL P. C WWII" 6erTa, R Ankle � �d � ® ®IY-n- roan® 1YiW WTR TIOFir ORAL POI.D. QQ wm cw. CEMENT VN' 2 COAT We acy) ONLY) WALL R.A6Rtl L-om IiAGNM Neln RAWttl: E RD". WALL WINNING"" APPROVED BUILDING URAP SMALL BE LAPPED A MINK" OF 6- • VERTICAL LAPS (ROLL 4'x4' 6ELP-ADHERING MEMBRANE R-4814M (COMPATIBLE Wr FIOUBE 6 ENDS) t 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER d' ALL SEAM NEED TO BE TAPED LATH VERTICAL LAP TO M i' APPROVED HOUSE WRAP. W N FORTIBER 6NEATNMIG TAPE PLA04NM TO EXTEND. ONTO PIPE I !! / 1. OR Lem PIPE Y. 6'x6' 6ELP-ADHERING MEM BRAN / \ PENETRATION - PLABMNG (COMPATIBLE W) NOU61 ' URAP MATERIAL) OVER 4'x4' SELP-ADWERING MEMBRANE PLASHING OVER APPROVED / r rant LAP • trrAL urR \ { MOUSE PLA6MNG TO EXTEND ONTO PIPE ENT AND OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING MEMBRANE PLABMMNG OUT AND OVERLAP ONE 610E OF T STEP 61 HEIWNG MEMBRANE STEP 02 UM LAYER -1, �' TMICII; 3 COAT CEMENT PPLASW UM LAYER R, STUCCO URAP I PLASTER 6111,400 WRA1P / METAL LATH -2, Ulm LAYER 12, POWMEER Ulm LAYER -2, PORTFIOERI'FINSTALL I Um LAYER PORTFIBER BUILDING PAPERME LDMG PAPER BUILOMYi PAPER % TAL LATH \ / I WPM LAYER -1, 6'xW SELF-ADHERNG MEMIBRANE `•-- ..— i STUCCO URAP PLABFIMCs OVER 4'x4' SELF -ADHERING MEMBRANE N6TALL FABT@EM (CLIPS,PLABHNG OVER APPROVED HE WOOD SATHING &TRAPS, STAPLER) AS REOUIRED TO SECURE IdOIl6E ~. PLA6FING TO EXTEND ONTO MI'E IMS/ PWRE TO FRAMING 4'x4' W.LING P-ADHERMEMBRANE FLASHING OVER APPROVED I' nw LAT" SE HOUURAP. FLA641NG To EXTEND ONTO PIPE L�ALL'LY R U W CONT. DEAD OF SEALANT SCALE. I VY.T-O' APPROVED HOUGELRAP AIR ® KIC KO UT DETAIL EATM TtONr MA1. N6nC M WCLow DC r� tA1yl 6! AP8 OP METAL PLASTER IMAMS SMALL BE SECURED TO PRAMING ME'IDER6. THEY &HALL M TIED BETUEEI SUPPORTS WTH 61041E-IK (171-MM) WINE AT INTERVALS NOT MOP- THAN S' l22--MMA AS PER ASTM CP63 1f.L FOR REPAIR OF TEARS IN UM LAYERS, TEAM MAY BE I-ATC1 ED UMNOUSE URAP TAPE PER MAMUF. SPEC. OR PEEL W 6TICIC wow SFEATI BUILD[ PAPEP 67u= 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 WR5 4 TAPE OVER am n11e1 t s5r l l 5rX5' 'L' TYPE CONTINUOUS GALV. METAL PLASHING (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. COATING OVER 67U000i H TYP WALL SECTION). SECTION PER SECTION R702.7 B6EkrIWUlp aMeYArhm Exterior use of portland cement plaster shall comply with the appNealon requ1-Is of ASTM C 92E12A. Installation of exWW Whing and framing shell comply with ASTM C 108312A. N.T.S. DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LATER *2 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH X—X—X—X STUCCO 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.807E FAX: 407-7744078 www.6bdesigngroup.com AA 0: 0003325 A i F i I I L I SUBDM Se LOT: SILVERADO LOT #14 BLK #19 PROJECT# 04128.002-14191 MODZU 4EWB "1499—FREEPORT" GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH W. B p3 a � 07/24/20 SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECAJENCE OF FLASHING TO BE: 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP 16 TO BE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Ys' CAULKING a JOINT ALL AROUND PER SECTION R703.7 E)twW NMft and WasWft Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. MRS LAYER M, STUCCO WRAP 'x HOODED VENT J' T141M 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTP115ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN, 2B L55. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO STUCCO FINISH Co' SELF ADHESIVE OVER TOP t: SIDES SELF WOOD SHEATHING FLASHING LAYER 01, UNIT STUCCO WRAP LAYER 4, FORTIFIBER F'REMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WO= -PINION CONSTRJCTiON f a wow FA6TEN TO WOOD STPIUCT RAL SEALANT • ; MEMBER a T' OG. MAX TOP 4 SIDES s �$i TOY F)B DRYER VENT (BLOCK BUILDING PAPER OVER 'O.UICK FLASH' PIPE THROUGH WALL I 6' SELF ADWESIVE— FLASHING (INSTALL PER MAN. F. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. .+r�Gr+ IV I�GVGIYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION rl�eLE LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER . METER FIELD IFY LOCATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWANO MEMBRANE ENTERS BOx, APPLY TO FAX EDGE APPLY E-Z OVER be MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC EF,M 6' WIDE STRIP SELF ApHE91VE FLASHING, CLEAN MASONRY BEf ORE APPLYING V PINION a MASONRY (?�HORIZONTAL WEEP SCREED (FRAME TO BLOC WRE1 LAYER 4, STUCCO WRAP CUT 'X' INTO SELF-ADHERINGMEMBRANE FLASHINGAPPLY SELF-ADHERINGMEMBRANE FLASHINGOVER BOX AND OVER APPROVED WRB LAYER hSTEP #1 STEP #2 UIRSTU LAYER 01,STUCCO WRAP APPLY 6m MIN - GRADE 'D'FELT OVER SELF-ADHERINGFLASHING OVER APROVED WOUSEWRAP STEP #3 M MBRANE FLASHING WRB LAYER 7, FORTIFIBER BUILDING PAPER STEP *4. ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) n_ METAL LATH STEP #5 STEP #6OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PN: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA 8: 0003325 0 UDDIV as I.OT:SILVERADO LOT #14 BLK #19 PROJECTp04128.002-14191 "MODEIt"4EWB 1499-FREEPORTGARAGE EWWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO -ADHESIVE FLASHING - - - k 2 1/2' CORNER 5EAD (FASTENER 4 SPACING ® '1' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6079 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 C BVSDIV. aLo SILVERADO LOT #14 BLK #19 PROJECT 04128.00 -14191 MODEIa 4EWB "1499-FREEPORT" GARAGE DWWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH ER. B AUG DA 07/24/20 8CALE: 1/4"=1'-0" x*mZT WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE LAYER 02 IFORTIFIBER — • — — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD &*ArWW. WRATH" RESISTIVE BARRIER -1 / WEATHER RESISTIVE SARRER 4 aIDM6 \ VE /ice V ULP- HEIR wm PLASH�S16�� f �\ i WT �SISnVE STARTER STRIP `� �\ ER � ER ow ISTIVE on fk W SELF-ADIIERRYa GALV'D METAL GALw METAL — Z' PLASHMG 'T FLASHMa OM �V.•va•awse tT S1MIYEMOVI 1 er MEMBER PFRDVE SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 T IN ti24 = mvaD:v as i oT. SILVERADO LOT #14 BLK #19 PROJl.CT# 04128.002-14191 MODZU 4EWB "1499-FREEPORT" GARAaa awns: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MP EXP. B 1 1 I I 1 1 1 1 1 1 \ —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE it —1/8' TEXTURED I 1 FINISH a WOOD I 11 I/2' TEXTURED 1 FINISH a CMU / 11 JMETAL FASCIA 11 WRAP Ye' FROM 11 ,I STUCCO, I' FROM 1 ja WOOD WALL 1 r ` Y —EXTERIOR WALL 11 (FRAME OR CMU) 1 NOTE: NOTCH FOR 2Xfo 11 SUB BAND ONLY i ®ELEVATIQN ®F'L,4N A 1/8' TEk7URE0 FNfBN • WOOD, V2' TEXTURED FIN'81. • CMU % METAL LATH x x x x x x x x METAL FASCIA WFAP WOOD 84-EAT14NG x x x x x x OR CT'AJ x x x x x x UFZ LAYER 9, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x IIIRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x - BUILDNG PAPER (FRAPE ONLY) x x x x x x x x x x x x x FRAME OR CMU 2Xb BUB BAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER 1141— DRIP EDGE x x x x x x x x x x DRIP EDGE ""'—METAL x x x x x x x x (REFERENCE POINT ©PL,4N B Klac our x x x x x ONLY. FOR WALL OFF X SET OF COMPONENTS) —ROOF KICK OUT REMOVED 11 FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL '�NOT INTO STUCCO) - ''1/8' TEXTURED FINISH a /WOOD, 1/2' TEXTURED / FINISH a CMU -2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND WM'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL 0 WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA0 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebdeslgngroup.com AA •: 0003326 F C a 0 evsaiv. as LOT: SILVERADO LOT #14 BLK #19 PROJECT# 04128.002-14191 MOIDZZA 4EWB "1499—FREEPORT" GARAGE 9'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B CA PRINT 07 24 20 DATE. / / SCALE: 1/4"=l'-0" 8HETE�TT Vd A6 TE-i �1 *3,/2 m lu W o N CONC. 3 I SLAB 1.1 FM-12 X 18 4XTEND r1r- SLAB 1 tl2" 11'-10" 14'-7" V-11" I ,I I 1.1 I • � I IX I w . wo I I LLB, I I 21'-2" 16'-10" m �oPOF �I 1.7 SLAB 4" PVC 1° CHASE EXTEND I _ SLAB i tl2"_ _ TE_2` • 4" CONC. 0D V5 112 fV I SLAB I • i 5 • 3 -4"� 7� m 4" 2'-8" 15'-6.1 7.1 SLAB Al C 8" 3'-6" F- N I q � 'I NI b y , 1' 4" CONC.1 �n f EXTEND Ig w SLAB I 2 SLAB 1 1/2" I 1� a 3 112 1 ,., ' '-10 li *71/2 FM-12X18 1.1 72 FMC-12X18 FM-12X18 FMC-12X18 FM 12X72 v Lol FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR 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.MINDICATED #5 BAR, EIINDICATES #B BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2.000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED X-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 68M EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 8x6 W 1.4xW 1.4 OVER GENERAL 3 1/7' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8" S PLAN 8" - s FW12x18 12" CONTINUOUS 18" - (2)#5's (+)IY-O" FMC-12x18 12" CONTINUOUS 19, - ( s VARIES r -TE2 12- SEE PLAN FM-12x12 12" CONTINUOUS 12" 2 #Ss 1441 N. RONALD REAGAN ]BLVDLONGWOOD, FL3275PH: 407-774-6078FAX: 407-774-4078 www.abdosigngroup.co AA #: 0003325 s1 C BvsD:v as Looril SILVERADO LOT #14 BLK #19 PiiOJECT# 041 .002-14 9 MODELa 4EWB "1499-FREEPORT" GARAGE 91rMG: RIGHT PAGE: FOUNDATION PLAN k.150 MPH EXP, B DATE: 07/24/20 BCALE: 1/4"=1'-0" NHICZT si 30" MIN. EACH WAY MONOLITHIC FOOTING }y STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED • 77 CELL SEE PLAN FOR SIZE AND 0. O CELL SEE PLAN FOR SIZE AND ° v Q SPACING REQUIREMENTS } C SPACING REQUIREMENTS P GARAGE DOOR Lu U W .(.F.° r— .. r� I I Lu RECESS U J L os FM J 0 K y i " 8" CMU WALL O B"CMU WALL I , CORNER BARS, SAME SIZE AS LARGER BAR I W w 9' 1 O m Z_ " IN FOUNDATION WITH 30" LEG EACH 1 u1 = y F +. 0'-0" +- 0'- 1 d WAY AT ALL CHANGES IN DIRECTIONS N - TOP OF SLAB, TOP OF SLAB _ ... SO THAT THE STEEL REINF. IS CONTINUOUS I MATCH AMOUNT OF CONTINUOUS BARS .I �I.° c FOR ' <� ° EXT. PORCH SLAB SEE SLAB SCHEDULE OAR SIZE 48 BAR DIA. 4" CHAMFER (1 -STORY) . - - V RIES - SEE SLAB SCHEDULE TOP OF GARAGE f I ,ILL v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEOUIE MASONRY MASONRY UNITS SET '- �'0. AT ELEV: W/ 112" ISOLATION -..a JOINT (WHERE 8" CHAMFER (2-STORY) 18" qq 24^ EXT. PORCH SLAB 4" CHAMFER (1 STORY) W/12"ISOLATION I. 6"CHAMFER (2STORY) .. 0-ry APPLICABLE) i SEE SCHEDULE k5 30" JOINT (WHEREi APPLICABLE ) EE SCHEDULE Z 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY #7 42" N AND BAR QUANTITY NUMBER OF BARS (e.2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" L GARAGE sCALE:3""=1-0" CORNER BARS DETAIL DOOR OPENING p� J 4 SCALE: 314"=1'-0" SCALE: 3/4"=1'4' LAP TOP PLATE A MIN. OF 46" LAP TOP PLATE A MIN. OF 48" —71 AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON EI NAILS, 2-ROWS, 4" VERIFY HEIGHT O/C BTM. HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w O o. I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED W/ 2-PART SPACING. SINGLE BTM. PLATE 1/2'W" WEDGE ANCHOR W/2" BTM, PLATE TO 0E PT. 2" CAPPED o. g EPDXY. MIN. EMBED TO 0E PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE J 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB Wf100 MASONRY WIFLANGE @ BASE aJa ALL MANF. K CATIONS SIMPSON SPH4 OR SPHB MAX. 2 SPECFOLLIE FOR y BTM AND TOP PLATE ADDITIONAL METAGERED. Q USEAND PREPARATION OF /7 4 ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL CONNECTORS NOT REQUIRED WHEN NO HOLE. W w U HOLES, DO NOT USE 10d W U UPLIFT IS PRESENT. W SECURE FLANGE TO SLAB W1(4) 1/4' X 2 1/4" J p x T, SEE SLAB SCHEDULE w SEE SLAB SCHEDULE TAPCONS O} Q G CQ'- 4OF SLAB SLAB —��.. .. . ° 4"CHAMFER (1STORY) � � 4 6" CHAMFER (2-STORY)°; y' 4 EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 V 7 8 BDALE:34=,'-0=1'-0" SCALE:34"=1'-0" SCALE:3l4"=V-9' (W/ UPLIFT) A`E "t 0 (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE Q PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO 25 4r' BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL itC W 16" O/C STAGGERED. ADDITIONAL METAL U v d CONNECTORS NOT REQUIRED WHEN NO cc U 8"CMU WALL UPLIFT IS PRESENT. TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE Z TOP OF SLAB "ISOLATED" COLUMN PAD ° ° CENTERED UNDER WALL AND ' m �- POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE T . BAR SIZE / V FOR WxD, BAR SIZE BARW.D AND BAR QUANTITY AND --------5551°II AND BAR QUANTITY �, _ ,{' COMBINED EXTERIOR MONO- INTERIOR FOUNDATION WOOD WALL NG AND COL. PAD SEO 3/4"=V-0" (NO UPLIFT) 1441 N, RONALD REAGAN BLVDI LONGWOOD,FL32750 PH: 407-774.6076 FAX 407-774-4078 www.abdosigngroup.com L AA M: 0003325 A h � t C ya 41 SosDM ae LOT: SILVERADO LOT #14 BLK #19 PROJECT# 04128.002-14191 MODEL" 4EWB "1499—FREEPORT" GARAGE 81RNG: RIGHT PAGE: DETAILS 150 MPH EXP. B mm F-PRINTDATE: 07/24/20 SCALE: 1/4"=1'-0" SHEESi1.1A DOWEL PLAN SCALE: 1l4" = l -X 1441 N. RONALD RFAGAN Bl LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup oom L AA •: 0003325 r z a J -LL BvsDty ac LOT' SILVERA LOT #14 BLK #19 PROJECT* 04128.002-14191 MODMIA 4EWB "1499-FREEPORT" GARAGE BNING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B - • � r.'nr-7. RDFT T 24/20=V-0"2 TIE. VERTICAL REBAR TO HORIZONTAL TO10" HOOK GROUTED 80ND BEAM VARIES PER ELEV. - Z N 1 , a. a - CLEAN OUT REQUIRED FOR INSPECTION a i ' 0'-0" FIN. FLR. <a a TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ///��11ii��''-- >O #4 24" U #5 30' #6 36" HORIZONTAUVERTICAL REINFORCING 0 SCALE: 3/4"=1'-0" EXT. PORCH S WI 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING SLAB z O W a m U J oNo5z b 4N L STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL s SEE SLAB SCHEDULE W BAR SIZE 48 BAR DIA. > 4"CHAMFER (I -STORY) BAR 18" 6" CHAMFER (2STORY) • #4 24" Z MATCH STEEL #5 30" REINFORCEMENT" iv PER SCHEDULE 46 #7 42" SEE SCHEDULE FOR WxD, BAR SIZE AND BARQUUAN1lTY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE #5 BARS ;b 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-774 O78 www.abd•signgroup.com AA #: 0003328 q w all, i BVHDIV. a# LOT: SILVERADO LOT #14 BLK #19 PROJECT* 04128,002-14191 MODRIA ' 4EWB ' 1499—FREEPORT' OAJtAGE 8WINO: RIGHT PAGE: DETAILS 150 MPH EXP. B I PRwT .1 DAM 07/24/20 BCA=: 1/4"=1'-0" MMET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 112' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. T. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG. WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3D00 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �wGeeFe SAFE LOAD - POUNDS PER LINEAR FOOT �9 �BaB SAFPL OAD I►r /► SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH w6ae eta49 waw mate arrow MRS49 W20.0 WWR W24w r2I4s ram ants V araa4s TYPE LENGTH eUB 6F8 RCMU TYPE LENGTH m2•IT Man ansm artatt visa erWT W20ar e4tt r2 wa6a VZOIT wmar wIT BO:ar 3'C ({2") PRECAST 2231 wow ane mr w7 Sol aem ,eoet 7+• (42') PRECAST 1026 1024 ,e99 3'4P N2-) PRECAST saes 2M 4M awn 41n 7M aM 4M 0113 7em pu war 1tM fen SM 4M mr am Im 4'4r (4e') PRECAST im am aB sm 4m ow 7M m07 4'4T Ne9 PRECAST lee 7e3 t309 r-0• Ne') PRECAST roe rr 2M 4m0 Br won Bn 4M m/2 7em W4 ,M4 11re no wan me 4w maw eM W-r 6/ PRECAST ( "1 1�9 IBM 210 M1 fan 4M ew SM r+• �•) PRECAST 892 591 1073 rd (SC) PRECAST 2w 7A7 can Ara 47" an 210 4376 m1a 760 W2 ,ono tier 2w 2W ane 400 m,1 BUD a+, (e4.) PRISAST ,217 1M 1M /M 2M Mn aM 42n s+• M49 PRECAST N7 4,1 746 S-4• (64•) PRECAST 171 2m an mow am 4M 7= aM Bee 76n , I7w 22n Sae mr 2M 4M s-to• (70•) PRECAST loez +tr w1 am no 3001 r7o s-,7 (70� PRECAST aW 3� e1e s-,a (1D� PRECAST I 1 aM awl wen 41B ,4man 4w 7tr 7m an ,B7 2 nr arm am Hn C41' (7e'1 PRECAST 90e 1M sm 3081 3W 4M eM F.S. (78') PRECAST B07 721 490 84T (78� PRECAST 1 fan M1 V12. 12M aM net sw , an 14m low 2M 27m sm an2 re (90") PRECAST 743 m1 m2 aM sM 31m 2M ra (907 PRECAST 424 6S1 ae9 Td (90") PRECAST ton Zen aM MI r.- 2w aaa ow e4m son im /M nn am nn m s W-C 11 PRECAST ( M 10 M4 2M MIS 2e0e p+• (112� PRECAST 826 612 280 4+' p12� PRECAST 7m 1 t47 m 21n 2w m IM fM Me A e210 ae late Ira 1M =4 mw 1aa (12e� PRECAST 476 M IMF 2M sm 2m Ma ta-0 (1?6� PRECAST 264 401 teD lad (12e) PRECAST 2n me Im imi , 2m1 W tM an ant 47B m M MO 1412 1w nn 2w 11'+' (NIB') PRECAST 862 M 1M Im mn sw 40r 11'�4• (tie' PRECAST 2W 462 164 11'+• (131* PRECAST 474 a01 M. Ion rn 1m 17B rs w iM tw a4n ern 4M 4r Om tan rr tOrw am 174T (iM') PRECAST 937 w m tm 1M 2M nn aM 174T (144') PRECAST 2M 402 737 124T M44� PRECAST 4n 4B 7n M t 1 iM w ma Ia11 ,w 210 row am 4w M M 1M am 734' (te07 PRECAST 296 4n M ion 14M IM nib 2w I" (m) PRECAST 117 324 110 IT-4- (1617) PRECAST 414 w em 7N M „ Iw 4n 7n Ion 14M ,M me m 498 400 M m Ilse u, , lm W4r (1ee•) PRECAST try M 70 tM tM IM 2/m 2w 1r-0' (tee'j PRECAST 106 293 700 14'4T Mee? PRECAST M M M ?aM tn0 142 70e 1M iM ,M 2rn aw 410 4n n7 1M / 1 ,M (17e') PREBTR®8ED MAL M M M M M M W-r (IM PRESIMESSED N.R. 284 91 w4r (176D P m M M M M M 92 an M M t IMir4l' t7M M 7B iw tam no MIT zm If-4- (1841 PRESTRESSED N.R.M M M M M M M 18+- (134') PRESTRESSED N.R.269 ea 18+' (1841 P '" M ma M M aid am M 7n , m1 I 1M 412 710 IM 1M 2M 22n n1a iT+' onPR687RE88ED N.R. M M M M M M- 1T4' PM PRESTRESSED N.R. ,94 M 1T-4• On P ,m in M M 400 M r1 m M M873 lul ton SODMM M iM 1M tsr 2047 19'+' (x •) PROTRE 9Eo N.R. N1 M OR M M Mt M 1IrW CM PRESTRESSED N.R. 62 is+• (28Z7 P m tr M M M m 4n m eai rt an am >m M M m IOU ,M tM nn �,+. C�e9 PI�TRIRIBED N.N.R.M M M M M M M M P PRESTRESSED ") N.R. 42 21'+• (2�') PRESRRESSES m In M n2 am mf M ee7 4r im M M M 1M IIDm SO M M 1774 IM us 274T 12e49 PRESTRESSED N.R. M M M M M M M 22-0" �•) PRESTRESSED N.R. 116 40 27-0' (M.) PRESTRmm to ,m 97 tm M M M mf 4B M M M M M m 2ts w M tam tM tw 24'4T P PRESTIaESBED N.R M M M M M NR M ,�,�„ ,) PRESiliE88ES N.R 91 39 N-0' C7 PA64r tr 12 to M sm 310 fn M 4w M 4m 7m B7 M in M 410 M M wr ton (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY GBTCRETE MAY 2015 EDTRON - PRECAST PRODUCTS BY OTMRS TO 26?ETOR EXCEED VALl1E8 STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE 90TAUM PER MANUFACTURES SPECIFICATIONS • PROVIDE --0— RN P OF SEARING PAST EACH SM OF WRIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 8F16-1T10M10B T-4" ♦♦ 1 1 1 1 1 1 1 I 1 1 1 1 1 8RF14-1T/0M/0B 8F8- 1T/OM/OB 6'-W UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. I I° L - - - - - J k---------------------------------------------------- LIFT BEAM PLAN SCALE: 1/4" = V-0" 11 N. RONALD REAGAN Bl LONGWOOD, FL 32150 PM: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W ~ ti avziaiv SILVERADO LOT #14 BILK #19 PROJECT/a 04128.002-14191 MODEL. 4E`4B "1499-FREEPORT" GARAGE aMINC: RIGHT PACE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B AUG DAPS• 07/24/20 SCALE: 1/4"=1•-0" aiIEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" #5 BAR IN BOND BEAM CORNER (D REINFORCING OF BOND BEAM SCALE: 3/4"=l'-0" PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT, 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ` WIDTH #OFMIN BOND CO BEAM COURSE 5�\�O 16-1 T/1 / B p$_6FF' NOMINAL—�� Q HEIGHT 1, OF WS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/OM/013 INDICATES ASINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX lT/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .a31F4" WINDOW A' SILL Z � 'SLOPE g TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=l'-0" BOND BEAM 1#5 TYP. 8"x16" �p BOND BEAM 9-1#5 I, . g Sx16 DBL. BOND TOP OF BEAM W (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM WI (1)#5BAR GROUT SOLID FROMTOP LINTEL TO TOP OF BONDOF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETELINTEL FiBONDBE,AM- W/ (1) #5 BAR (L2) LENGTH OF BAR= WIDTH OFMASONRY ORE"'NG-2"BEAM DESIGNATION OR8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0"LINTEL,W/OSTEEL (U) REFER TO PLAN FOR LOCATIONS i441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX- 407-7744078 www.abdoslgngroup.00m L AA #: 0003325 04 i p i aysDIV. Ae LOT: SILVERADO LOT #14 BLK #19 PROJECT# 04128.002-14191 MODEL: 4EWB "1499—FREEPORT GARAGE aWING: RIGHT PAGE: DETAILS 150 MPH EXP. B 107/24/20 SCALE: 1/4"= V-0" HEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND. APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. E� 3 FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com L AA 8: 0003325 f a, y T 1 R-11 aysDm ee LOT: 11 SILVERADO LOT #14 BLK #19 PROJECTfp 04128.002-14191 MODEZc 4EWB "1499-FREEPORT" GARAGE BVVnMNG: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B DRMT ATE: 07/24/20 8CALE: 1/4"=1'-0" aHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR HTSM20 (12)16d x 1 "NAILS TO TRUSS SHEATHING (4)1/ "TO TRUSS AND (4)1l4" x 2 1/4" AND x FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL {1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP#22"x4", (16) 10d x 3 }'NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA76 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12)16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE FACES OF BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND x 2 114' 1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS HORS" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1X2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 2" COVER 8 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1� s�aa�� MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 3 SCALE:34"=1'-0 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES —� AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENGO WOODTRUSS SHEATHING SEAMS) (BLOCKING (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 6'-0" MAX (W/1X4) OR 10'-0" MAX (Wl2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 1x4 DIAGONAL COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING BTM.CHORD FOR STRAPPING SEAMS) 01-0" TO 30'-0" (1) W BRACE BRACING, SEE °..,. VERIFY 30'-1-TO 60'-0 (3) 7C' BRACE SECURE 2x8 PT. PLATE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK ';:... W/ TRUSS PLAN ` ' (1) TO BLK W/ "X'• BRACE ® CENTER DIA. ` MAY NOT BE 4I — � W/ 1/2" DIA. ANCHOR BOLT W/ 2" (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOOLL T W/ 2" iv N a REQUIRED WASHER SET IN HIGH FROM CENTER TO END, WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. 2x WOOD FASCIA, STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC BTM, CHORD OF EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. SEE ARCHITECTURAL MAX, WOOD ROOF TRUSSES PLATE W/ 12d's 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2X8 y� P.T. PLATE W/ 12d's 8" CONC. POURED STIFFBACK (AS PER O.C. MAX I LINTEL COURSE TRUSS ENG) CONT. 20 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX, W BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2X4 BTM, CHORD BRACING END TYPE CONDITION, IF CONT. 2X4 SECURED W/ (2)10d's @ EACH 10'-O" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BONG BEAM RED. INTERSECTION TYP. BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 s°ALE:3a"=1-o" 4 GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE:3/4"=1'-0'• NOTCH DEPTH 114*0 HOLE EWE THE USE OF ALTERNATE MATERIALS MAY BE METERL. STUD USED SO LONG AS THEY CONFORM TO THE 113 °F PAN FOLLOWING ONLYTER HOLE EDGE >5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM, OLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE< 3/5'0 DBL. STUD SUBJECT TO F, AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 1Y2"=1'-0" ALTERNATE MATERIALS 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWgroup.com AA #: 0003325 T s, C p a LTHDIV. a LOT. B SILVERADO LOT #14 BLK #19 PROJECT# 04128.002-141 1 MODEU 4EWB "1499—FREEPORT" GARAGE 9WING: RIGHT PAGE: DETAILS 150 MPH EXP. B Dw 07/24/20 SCALE: 1/4"=1'—O" B*MZT S 3.1 A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 Na.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d C EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-i" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-8 FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tut, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI (3) t6d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1X2 SECURED W110d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED Wl (2)12d's(6) MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:34"=1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION L � SCALE: N.T.S. d N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774 3078 FAX: 407-7744078 www.abdesWgroup.com AA /: 0003325 uu i w i l 77 e SVSDIV. to IAT SILVERADO LOT #14 BLK #19 PRo"=Tjs 04128.002-14191 MODEZA 4EWB "1499-FREEPORT" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B RVITT 1B8S A 07/24/20 CA=:1/4"=1'-0" lacw 3.1B S w OABI.E-ENO . XIP RJOF w ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DNPFWAGIM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O,C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RINGSHANK, 2112" 0,120' 170,000 RING6-2 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0, 120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SWATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES w z9. LL • 3Z U rn. J g $ . y Q N O . Z a W z CD 0 W Z Q U rn O 2 � Ir Lm TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RD()F SHFATHINr ,, ---_�1 11 ._-_-I 1111111 ■MMMML 11 mmmmmv 11 ■mmmmm. 11 .. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMIN09 8d RING SHANK GUN NAILS �-16" O.C. IN FIELD \ THING (.., TO BE STRUCTURAL GRADE CSd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12- 0.6N.jN FIELD J1 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALLAGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMMAGGFEGATE SIZE SHALL BE 1C. 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 IXPOBEDTO EARTH ORWEATHER 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 2017, 601 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3A'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SIABSONQtOUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS UPPED 6INCHES AND 9EALID WITH ADHESNETAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 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, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIO14S 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 2017, Bln EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL 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 OGW AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A616 GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL. SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTEO-WOOD TRUSS CONSTRUCTION:, AND TPIAN TCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD d0 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-conarrent REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" 06 BAR - 36" WOOD TRUSSES. 10 gf BTM CHORD -non-Wnourrsnt #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 TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 Paf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 paf 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 paf BTM CHORD 5 psi BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpsf 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 paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED =INWN 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B. RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps1, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pst, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40paf, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pat, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL 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: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUMMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S" d-PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OFACI 301 AND ASTM C-940R MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY FE45ONTHERE IS A DB AY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8 FOR CONCRETE EXPOSED TO EARTH ANNOR WEATHER 1-17 FOR 45 AND SMALLER 2- FOR #S AND LINGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.171" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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. 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE &7MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE FM =1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL SE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM Me, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, 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 A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BU FASTENERS FASTENER APPLICATpN 817E -E SPACING REMA_ APPLIOATpN 96E tYPE -ONG REMARKS 1#PT FURRING TO CASE HA- WA GAMGE DOOREOGK II'DIA. TAFDON MABON0.Y g 11Y!` EMBED,. IEND DST., M SON0.YIWNL. NAIL 111 LIX TO MASONRYpTIC. A9HE0. FASTENER 11IY EDGE DST. SW, AL. EKT.00029 1i PT,8EENOTEa CABS HARDENED C04 ALAI 14 LONG. 9`OIC STAGGERED wINWWn%)OR/FASTENED INTO MASONRY/LONO. -EDOOR- TO MASONRY/WNO 11-wI WASHER E%PANSICN BOLT tP OIC 'EMSE.,1ETx7018T, y DGEDIST, wINOOw aucx CASEHARDEN OOIL vac WNWWIDOOVFASTENED METAL STww To CONTACT THIS ENGINEER FOR SPACING iA PT,3EENOTES -111/C LONG. STAGGERED TO MASONRYICONC, MASONRYICONC. REQUIREMENTS EKT, mm DOOR (4)S'16'DM. •TAPCON 1CdC I-EMBEGa•END. NON6EARING WOOD tY1' EXPANBKNI 1'fMBED.MENA fI CK &7CK 91PT,SEENOTE6 NO -ER FASTNER DISi.,117YEWED61. WALLTOW-1-AS WIWASHER BOLT DLAT..TEDGE pRi. 3OsTEELOOL.. 0.138•PAF •3 tT a•OE 1•END.D131.,11? PTTO STEEL WL..9EE wl w, ylER STAGGERED EWEDIST. NOTE s 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 ABDVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-77448078 FAX: 407-7744078 www.abdesigngmup.Gom L AA #: 0003325 A 4 a SUSDIV. ea M71 SILVERADO LOT #14 BLK #19 PROJECT* 04128.002-14191 >�oaEl� 4EWB "1499-FREEPORT" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B on IL