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HomeMy WebLinkAbout35592 Burma Reed Dr99 91828-4EBB-CAL19 I S 'e_A� I wtd HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 ALL NOp K SHALL COMPLY CODE REVAILING ES F CODES FLORIDA DOD HILLS NATIANDONA OF ZEPHYR ORDINANCE R�v1Ew ONTS EPNYRH� G�T`�N ��,,N11N�R Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: 813 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nn= BURDW CODE, AI,� BTN 8DffiON (2017) -AM LOCAL AND SPATE CODES *OCCUPANCY — RESDIENTIAL, GROUP R3 •CONSYRIJCTION TYPE - VB • MIN. INTERIOR FINISH — CLASS B BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH '�OSUR' _ B •I —STORY RESIDENCE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AD ALT. ALT. AMP, BD. CL CAB. CLG. CLR CONC. CPT. C.T. D. DBI. D.G. D1A. DIM. DISP. DP. DR U.S.DOWNSPOUT DTL. D.W. EA. ELEV. EQ. EXH. EXT. F.G/FX. F.G. FIN. FLR FLUOR. FR DR FTG. GA. GAR. DISP. G.F.I. OL. GYP. BD. H.B. H.C. HDR, HOT. OR HT NSUL. ABOVE ADJU TABLE ALTERAAEE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOCORE HEADERW HEIGHT INSULATION LAV. MUM. M.C. MEN. MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. REF. REP RM. R.O. S.C. SD. S.H. SHT. SHTHG. SHWR. SIM. SL. STD. STD. sws TEMP. THK. T.O.C. O.P. TOS. TYP. U.N.O. V.P. W. W/ WD. W/H W.I. LAVATORY LUMINOUS MEDICINE UREVET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURETREATED RISER RADIUS UFRIGRETURAIRGRILL REFR GERATOR ROOM ROUGH OPENING SOLID CORE SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD STANDARD SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WO D WATER HEATER WROUGHT IRON DATE DESCRIPTION •Inenb CD* WED ARCHITECTURAL SHEET DESCRIPTION 0M� XM - UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS 0UI4A6 COWf RE-I6611ED OlRIA6 SIDING ELEVAtI0N6 ADDED VM6/0 CDTSRE-M&ED FaoTW�REVI6IaNPERrLeaE6 064vo CDs RE - 02ft1l ADDED CWWLEgg FOOTER AT GARAGE DETAIL (FORT MTERB! 02/T!/1% PLANMANT84ANCE 0546A9 REvreED LINTEL 61IE AT RBONNT ENTRT DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04/24A ADDED ADDITIONAL RECEPTACLE M GARAGE PER RILL MATSON aELB.I �1 �i ( SQ.FT. CALC.'S REVISED W� voLlt#6 e(�T cALC SC�NEDLIEW 06/12A ADDEDTXTERIORMOWDEEPFOOTER•DETAILa�bLIA(Olt) LIVNG I628 8Q FT. GARAGE 430 86L FT. ENTRT 16 80. FT. 80 ea FT. TOTAL 23628Q.FT' 06RIA6 ADDED LED Lni n • KITCHEN 4 BATH PER MARK WM CIA&1! ADDED STONE OPTION ELEVATION C $ D (TAMPA) m6nvl9 ELEVATION 'GI (!TONG -ADDED LOUVER GABLE ROOF 10/25/1% ADDED OPT. W-0' CEaNG W 04TO VVM0 REPLACE LISP CONNECTORS WITH 61116aN CmIECTORS 040M REVISE ENKAVENT RADON PLAN DIFE ONS 044WO OPT. 6'-C CL& Wit- ADDED LED LIGHT N FOYER 041VM OPT. S'-O' CLG. NOT. ELEVATION 'C'- REVISED V WGWT OF ARCHU T ADDED ELEVATIONS L N W1 (oRu STRUCTURAL SHEET # DESCRIPTION 011540 ADDED ELEVATIONS TYs'-'MW'-'MS'(ORL) PG Sl—FOUNDATION PLAN PG SlAA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDERLL THE BUILDER ASSUMES ALIABILITY FORINT INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BURD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1A-DETAILS PG S3.1B-DETAILS CLARIFICATION. PG S3.iC-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl-DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003326 r c .m > unDIV. Ic X'0T: SILVERADO LOT #39 BLK #18 P1tOJEGT' 04128.002-39181 DAODZU 4EBB "1828-CALI" CAP.ACE S WXNC: RIGHT PACE: COVER SHEET 150 MPH B 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. (MERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUIIBRIG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH'%' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERING$ 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 FINMM 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 - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE REWSTANT 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 11T GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S 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) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwlabdosigngroup.com L AA S: 0003325 h b b SUDDIV. 4R LOT SILVERADO LOT #39 BLK #18 P1toj=T* 04128.002-39181 MODEL: 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B 3, DA S`. 07/27/20 SCALE: 1/4"=1'-O" 8HEET GN ollo o;Itttflo�� o i CIIltttttYtllCilitttYtttttlCl C�7tttllo I �I - a a AltttttlCi - - - o-llo ; r� � 11 p - - - 11 I i - aVill - ■ - - S - lo \i - t:U'1/ ® - - o - i ♦_la�lr.q - c s -1 - p o o : __ - CODE GARAGE a p FOYER ME i Till o - _ dltttttlio oilt�ttllo ']��ol!tttlo', --------------------- oJttllo -* 9 FM IYttttttttttl i'AiYJrl.OIN1iG FLOOR PLAN Si CALL. S LIVING 1028 Sa FT. GARA[# 430 SQ. FT. ENTRY IS SQ. FT. LANAI 88 SQ. FT. TOTAL 2.362 SQ. FT. COYFOIEIIT MD CLNM ED LCN08 M OMIDBrOPMFORSECOIDO1618 oletloe Sam ZME tOWHIND&A IBM MOTVFE FCOTAOE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR 81 IS 5 24/-31 OR. MIN. CRITERIA Ill MIN 41 5 23/-29 CRITERIA *010 O.HD. 112 S 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = i 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR OTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0011111111KILDA1541111i C TOP PLATE 9 in BAR DETAIL ARCH DTL. (,)ARCH SCALE: 1/4' . 1'-0' NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMC-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 81, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdoWgngmup.com L AA 0: 0003325 74 o i�o "To a T- F, SUDDIV. All LOT SILVERADO LOT #39 BLK #18 PROJECT 04128.001-39181 MODEL: 4EBB "1828-CALI" OARACIE DWING: RIGHT PAGE: FLOOR PLAN 150 MPH B 3 DRMT ATM. 07/27/20 BCALE: 1/4"=1'-O" ■l=ET Al SHINGLE ROOF —� F7PON� ETKTIIXI'I OR EQUIVALENT 0' 16'X62' FTPON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED I SAND Mr.) r.) Qil-0'I SHAKE SIDING - - - Jb SAND - ��1• 6* RAISED V S'-S' B I'-0' 0'-C' FIN. FLR , COACH LIGHT FRONT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103A OFF RIDGE VENT OFF RIDGE VENT BRG. W.T. 0'-O' FIN. OFF RIDGE VENT AREA OF ATTIC 2364 S0. FT. NETFREE VENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA 2364 /300 = 7.89 VENTILATION AREA X SO. INCHES PER FT. (144) • 1134.72 SO, IN, MIN. REQUIRED VENTILATION • .5X 1134,72 IN UPPER PORTION OFATTIC 567.36 SO, IN. OFF RIDGEVENTILATION AREA = 125 SO. IN. PER VENT 567.36 /115 TOTAL# OF VENTS REQUIRED = 493357 AL#OF VENTS FROM D • 5 -AREA OF ATTIC IS THE PERIMRER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED IN] WIFE 1. REAR ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH 1 m ----- ----- — ---- ------ - ------ ----------- ------ -- — 00'-0 RIGHT ELEVATION SCALE: 1/4 • P-O' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT '0S'-S' BRG. HGT. v T N o0'-0' FIN. FLR LEFT ELEVATION SCALE: V4 • 1'-C' TEXTURED FINISH LM DECO. DTL. A '-0' FIN. FLR. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-GOTS FAX: 407-7744078 www.abdosigngroup.com AA A 0003325 J 74 04 b O gbg 6 I UBDIV. M LOT,: SILVERADO LOT #39 BLK #18 PROJECT'/ 04128.002-39181 MODEL: 4EBB "T1828-CALI7f GARAGE EWING: RIGHT PAGE: ELEVATION 11 D7. 150 MPH EXP. B I DAB 07/27/20 MICAL M 1/4"=1'-0" aHMET A2D —E ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —� 126V OUTLET 20 AMP N484.E PC" 110v OUTLET IIOv OATLET N OF CUTIAT upop TO eB,CN � ON. IIOv OUTLET EQJP= WMA ID PAUL KfMOA-rM (TAMPER RENBTANT TUTU 2210v OUTLET (4) 00 aONECTIOI II2e 2fI EXT.IWTEPWICOP OUTLET GROUND FAULT NTERUMR eWTC44 NNTC4 3-WAY Opm 64 SWTO4 4-WAY OF PL WALL PURNW LONE CEIING LIGHT © LED CLG LXbWT LED VAPOR © VP FROOF LISW O yp VAPOR FFROOP LIGM 0 IscEBBED CAN evNr. FAN I CM PER B(A Fr. NM. FAN &14.IEIIT i OM FER Bfa FT. (SPEC'1TEND OY ® T ARDUNDAROUN IlIRA4• � !-S "AP ELL AIa2I►D ( TR4TJ V PLIIOI�NCNT 4' FLUOI�eCM p G N TRACK LOW 0 RANEL METER • SD. own wnOTaR BEi aerHtB -n to rn e W-MMM EEE rT� 1 I WALL MOINrED arlcw DETECTOR Ran- aemir- ELudEGEOE ®&IS/CA 87T"OK! Ow"E"'c R OOBO WALL M A DBTANCE OF NOT 16w TWIN 4• FROM UALL PEDANT LIMY tl� NATURAL OY . TELEPHONE JACK WATER NEATIR TD Y RNeIED DIe0AN4EOT EWH BEE Aw aN DPISCONNICTnONN° I�N MzV NON JACK �� INOr TO M BIIPPORRED N O J-BOX ACCOIOANt.7 tl# BOX MARKED AS SUC14 FOR INSAINCTIOM CEL am C{ILN4G FANA.IGWT To BE euaFORTED IN ACCOIOANCE s# BOX MAR® AS SUOW FAR RGpO 24' FDA/DEBCNT LOW B7NP ^^o Aa• NCANDISCE4T LIGHT STRIP nnn® W NCINDMCa11T LIBNT NFtlP FLOOD Lg4(T an. BKuan 4tET'PAIp • PA PUNT-EUTTOTI FOR QIFB1 UBB FORT • LOCATION OF TV JACKS O F44014E OUTLET 4 FARE TO M VIBRe'ED a WO'EOYEER FT! -CONSTRUCTION N!lTNOG. • ALL 0 4 20 AMP BRANCH ORWIM TO M ARC PALLT FROIICTEO FER ELECTRICAL FNDVIS cm OF Ism •TN EDMON HAE1J 4 NEC 2M.a 204 I. 02LW • 20 AMP DEMOATED LANDRY CW CIT. • CA 0 ISLAM (NOT ON KITOIN CIRCUIT) • DISNW44S1ER DIECONICCT TO = LOCKOUT N PANEL • BATNROCM E38MUST PAN TO WAVE MK CAPACITY OF ELECTRICAL FROVINCINS, OF M=1ON M MYLS PER171�1 • LAIIDRf ROOM RIO?'TA CLE 6NALI M OSROINO FAULT C40=T-NIEIIRReMt NRDTCCTIOM PON PLVAO OL ON p GORE, • UNNG MTWOD BWALL a NON METALLIC CABLE PEER BLIOCTRICAL FIR MSIO'IS OF PBOR &rTN 00 (20ML • ALL WOW To CCM-LY WITH ELECTRICAL. PIROVOOB OF TIi FBCR ATW ED /]011L • ALL LAI•f.i eHeLL RIW EfLIL'TED RY RUILOEM MID Tai a LIGYTB►1 MUST M RORST ®FIPJENI 7TPE P[IRHIQLNWAM \ El ypNpl LED LIGHTING CEILING@ SINGLE LAV. MTD. LIGHT unRED LIVING ROOM TO BE • BATH e2 INSTALLED. CLG FAN d-BPOx�FODRE i C \ `J PRE -WIRED' BDRM.#1 OPT. FAN \\ I WP CLG FANT(`; J F C . 0 / PRE -WIRED DINING n CLG FAN ROOM I .n qp r-SW I I I �`\ \ -- ITCHIN" -------- CABINET _---- I OF[CLE _ - L GPI 11.L. C' �\ e \ I / I I IL- - - - - - \ / SINK I OUTLET L - \ FOR DW L AT1N CHEN.0 \ RANG GPI 0 GFI / 1 n I L BDRM. #4/AL IL a HOOD WIT FOR RE LLV \\ ♦ \ C \ \ — - - OUTL KL FUTUREEMICRO LED LIGHTING '°�"W"�D GLG FAN C� DOUBLE LAV. I I L BDRM.j.�� BATH 01 \ IL I I RAI PRE -WIRED \\ I \L- CLG FAN \ I -- CAR HO . I B.jZ I 44'APF. O I GARASE \ r-----i WH DOOR \ IT:FT BOLLARO _ I \ L - --� L ' \\\ AS RE -� \ WALL MOUNTED PER BLDGA \ LIGHT W/SWITCH IN CODE BATH 0 ® ( \ ATTIC CLG. KEYLESS OUTLET METER FIXTURE FVERIFIFY IRRIGATION LOC. OUTLET • i/ \\ 46' AFF. G �`J r'eNTRY GARAG GFI FORE -WIRED CLG FAN � \\---------------------_----- COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' a 1'-0' WP Panel MAIN -A PANEL: 8/16 wP at breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#1 CuTHWN & 1- #8 Cu (G) in 1 1/7' C. OR 3-#210 AL THAN & 1- #8 Cu (G) in 1 V2' C. WN. poh a1a M Gab prcuf grael Walb D—d .n me Pr. was N2 1 20 FIb1U0 Ea.kor acb GM *rTUG 1200 1 2 S f12 2 ID "Rman Pump 1000 3 4 S d b 8 B 5]DI AIC C.U.-1 31 2 R Sp.. 7 11 PANEL - A PANEL: 42 crt breeker VOLTAGE: 120/240 V-1 Ph MAIN: 150 An0 M.L.O. FEEDER: 341 CuTFIVM & 1- #8 Cu (G) in 1 1P7' C. OR 34200 AL THAN & 1-#8 Cu (G) in 1 Ire C. All. P.I. Ble Gad — war I clrawt chait waft D. m u.n Bar pa. wet 012 1 30 S.N A w. 15M 1 2 8000 Rine• 50 2 R #12 1 20 W.—I Hood GFI Iwo 3 4 012 1 20 —Anabanee Iwo 5 a 4500 WArH.Wr 25 2 010 012 1 20 Rafh9wha, 15M 7 b # 12 1 20 Dining Rae ales AFCI 1500 0 10 12DO GN 20 1 02 #12 1 20 BAh GFIR d.. I=1 11 12 1500 D1,1—.Iw GFI w 1 02 #14 1 1S FOiNrlH.2/BM. 42&SY Bath 02 AFG 600 13 14 50DO DrWr OF 30 2 00 014 1 15 LMM Raom, Lane Ugift A BUD 15 le 014 1 16 MOH. ParAw. & Dinifto Udsa AFCI ow 17 le 1500 w.h.GF1 20 1 012 014 1 15 BD&C/O AFCI e00 1e 20 1000 G-.O—ow.wl 20 1 02 02 1 20 lA.n I BW A4 / Dan AFCI 1200 21 22 1200 Gan / Et U. & Ra .d.t AFq 20 1 012 8 ca 23 24 No Ores(. SJN AFCI iS 1 $14 Sp.. 25 26 000 O-" Bath—AFq 15 1 04 t 27 A s e " w 2e 30 ODD) M ertmam 20 1 02 31 32 s 33 >r S s . 36 3e s . 37 38 s e R 2 w AR: AHU.1 — errs KVA W 65% R2& 3e 41 Q Sac. Lo,d subtist W aamahlfi4or eakWNNn. 111,* 1W00 2e700 Lw4. Mb4eman4 acW cecJatlena lliw Demand FactorCalculatons, ABBREVIATIONS: AFM ARC FAULTCIRCUT NIERRUPTER NC: NON.CONCQENTLOAD OR: GROUND FAULT NMRRUPTER Taal lwa.0 to&Nnnd BNar 4271" ' FWIDWOwab.9100% 10000 R-Woo Neff ado% 130R Taal aC Iwk 1e924 LOAD CALCULATION 18 BASED ON AFC NON -COINCIDENT LOAD TWW Cmrn.te4 Load Web 339M Total Aa • Cositts I Z40 rk. 14111.3 General Ll ting &Receptacle Load _ TbiW AIC$.n Fee 1828 GnsWLt.&Rao3W/3.FL 5484 Hum. 1 at 85Wti htat100% 85 Taal G.nan1 Light, & Rw .) 5546 CkhX Taal vAlas G.es] Ua a R. P.n4 A 8 817 5548 PROVIDE 19/0 a4 TIaN . Ab CU N 2' CONDUIT OR A ALAI AL, TW W . Pf CU N 2• CONDUIT OR 2A0 AL B!A (CONDUIT TO MWINATE AEON GOPM a ONRIAPW 150 AMP ELECTRICAL RISER NOT TO SCALE. Cam—TION SERVICE BO AFIP DISCONNECT SUITC14 AND ROR40 VOLT GENERAL NOTES• A ELECTRICAL MATERIALS AND INSTALLATIONS, SHALL COMPLY WTN ELECTRIC.&. PROVINOtl OF TIE BYa.iW M ELQCTIIC METER IN I M�UAE NlMA AIR NCLt7eUle @II1�17 II LOCAL CODES. AND ALL LOCAL POSER CQ*ANT REQNB•IDEM IL ALL COIDYCTOIS SHALL OE TTPE TWVNYDIN UNLINED NOW OTHERUBC TELQIIOtE BBWK/ CABLE T 10441ON ENIRAML7 ROMR- ENTRAICE edNTllT E&YFIlNT P40 R COT•ANY If NTEIMTSTE'1 EONONOr LOW T!RAGE GRACE VOLTAGESRANE'O71e CONNECTION O PROVIDE EO AMP. W440 VOLT. I PHASE SECOND 1 V Q1 SERVICE GROUND COMEC= TO ELICTIICAL SERVICE. PROVIDE A .1 cOFPNR (Q) N CONCOW" W40ASM FOONER STEEL PIN 1-W'. VIA GCNICULN M PMC COOWT OR PROVIDE A 210 ALU'INRM (AW N 2" VIA SO MMA M PVC ELEOTRIGPI. PRDVISIO/IS CP Two SEGRydu worricidaml CONDUIT UNLESS eMV10E 1S FPWVCW BY T/! ELECTRIC CQTANT. COOIDNATE UW TIE ELECIIIC DW OLA X S PT LONG COPPER CLAD GROUND ROD CA'I•ANY PRIOR TO no. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdaslgngroup.com AA N: 0003325 I I44 I j lM Y �+ F 4 b � rirf 6 Ea 39tIDDIV. tk LOT: SILVERADO LOT #39 BLK #18 PROJECT# 04128.002-39181 MODMIA 4EBB "1828—CALI" GARAGE 8WMG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B DwTE 07/27/20 ECALE: 1/4"=V-0" 8tIEE'I' E1 To PLUMBING PLAN 8CALE: V4 " 1'-0• 2•vR �R KITCHEN I/2' SINK W/ AUTO VENT I IR�/ pla' / I � 1 1/2• 11/2 Ir2lrl1/2 2. i � TUB I I 3 �,1/2'.1 2 LAV LAY I 3• I l(., ILK 3 3 I I 3 3 11/2SIN 2 Co PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 A e b C rbr 6 SunDIv. de LroT SILVERADO LOT #39 BLK #18 PROJECT* 04128.002-39181 HODEL9 4EBB "1828-CALI" GARAGE sWLNG: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B sliEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER Mm. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC, AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL DLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FDC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6114 EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS QHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND DE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 OBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. CEILING PLENUM AIR SUPPLY AIR HANDLER EVAP. TRAY PLATFORM LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN s LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CON-. CONDENSER ATTIC W/ (2)-3/161X1' TAP-ONS UNIT SIMPSON WB! ROLL STRAP OR EQUAL EXTERIOR WALL O O t y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) _ NOXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB q REFRRIERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TER11NATE IN AN APROVED DRAIN, AS PER k��MECHANICAL FBCR 6TH EDITION (2011) BLDG. CODE SECTION 3013.4 HVAC DRAINS SOMATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC (D LOOR SLAB CLEAN -OUT (TYPN� CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. T-e'Xe' -ONC. FITTW.m OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT- GROUND CLEAN -OUT (TYP NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 - P-0' ■ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA (h 0003325 13 C a 6 14 av9DIV So LOT: SILVERADO LOT #39 BLK #18 PROJECT 04128.601-39181 11[ODELa 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: MECHANICAL PLAN 150 KPH 9XP. B DaINT AUCE'. 07/27/20 8CAI E: 1/4"=l'-0" snow M1 2X4 TOP PLATE rL� Y PRE -FAD TRUSS UY Ox. BOARD 1,12' DRYWALL —t. TV)r SECURE IST. — PLATE TO SLAD W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. PLR 2X4 WOOD STUDS e24. O.c. SLAD NO.JE: 01 UP0 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. TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.1'-V' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (D- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS PIPE THROUGH BOND BEAM D1 SCALE= 3/4*-1'-0' GMLK AIO rK LN r PK e<.V. ia. eu Lft av ur ern. LL. o. noeo sAr 2B GAS LINE THRU BLOCK seALr a e MW A♦ A4 �44:1 �!4�iTiTiYi�i�4?iTiTiTiTi�4��:i A -PRO T �^�• •'� `o ommm 000R �MPROVK Itfi. vlRTICK TR4O[ eY OMRa eY MnA�cTii6 To 'mcm TRALK eRACPWM IVPRDOYCT APFICVK IlEa s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' F18ERGLA66 SHINGLES 2X4 SPF 24' O.C. MAX. OVER •30 FELT PAPER OR SECURE W/ (2) 12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, • EA END INSTALLED PER SECTION PIDERGLASS SHINGLES OVER �30 FELT PAPER FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER "30 FELT PAPER OR SYNTHETIC Ra00.l.1 ON �' ObB. PER STRUCTURAL DETAILS OVER W FELT PAPER OR OR SYNTHETIC PRODUCT, INSTALLED SHEATHING OR k COX SYNTHETIC PRODUCT, PER SECTION R80DJJ PLYWOOD SECURED PER METALLED PER SECTION PRODUCT, INSTALLED FASTENER SCHEDULE PER SECTION RWSA ON �' OJj$ SHEATHING BTIFFBACK AT ALL UPRIGHTS SHEATHING OR CDX ON J' O.S.S. SWEAT14NG D/S' GYPSUM BOA OR CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR Jj' CDX PLYWOOD OR 1/2, HIGH SECURED PER I. ®. 0' SECURED PER STRENGTH CLO. FASTENER SCHEDULE TYP. TYP. FASTENER SCHEDULE FASTENER SCHEDULE BOARD MTL. DRIP EDGE Oaa. I PRE-ENG WD. TRUSS ox REFERENCE I MTL. DRIP EDGE R ELEVATION 8TRIJCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ly ELEVATIONS ELEVATIONS SEE ENERGY CODE FORTS FOR COIN. 2x RAT RUN SECURED PER NG PRE-ETRUSS INSULATION R-VALUES PRE-� TRUSS VENTED SOFFIT STRUCTURAL DETAILS MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE ISEE ENERG CODEFORMS E FOR VENTED SOFFIT PER ELEVATION PRE ENT• GABLE TRUSS PRE-ENG. GABLE TRUSS .0' WEEP SCREED PER ELEVATION UJEEP SCREED 2x FASCIA PER TYP_ 2x FASCIA PER ELEVATIONS OA ELEVATIONS 2x P.T. SECURED PER D/V GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS W*H STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK 2 COAT STRJc7URALPLASTERREFERENCE WINDOW AFAE�T MANUFacTUREB SPECIFICATIONS DIRECTLY TO MASONRY RENCE Ix2 P.T. FURRING STRUCTURAL STRIPS 24I O.C. I/2' THICK, 2 COAT PORTLANDSTRIPS a Ix2 P.T. FURRING 1/U' THICK 2 COAT PORTLAND S' CMU CEr'ENT PLASTER APPLIED 1/2' THICK, 2 COAT YP, WL,•Bp, CEMENT PLASTER APPLIED 1/2, GYP. WL. DD. DIRECTLY TO MASONRY WOOD BABE , Cm DIRECTLY TO MASONRY ABTER APPLIED WOOD BASE — DIRECTLY TO MASONRY 0'-0' FIN FLR 0� m' FN. FOR. 0'-0' FIN FLR _ 0'-0' FIN. FILM .a W/ WINDOW OPENING TYP. WALL SECTION H W/ WINDOW OPENING BB TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5JJ - FOR ROOF 4 1—STORY HIP BLOCK WALL (2) LAAYER UN ERLAAYMENT SYS EM 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-V' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTWI D 6151 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003326 8 3� c i o b b 40 W f L- --- aysDIV. Jk LOT: SILVERADO LOT #39 BLK #18 PROJECT 04128.001-39181 MODEL 4EBB "1828-CALI" GARAGE 8WiNG: RIGHT PAGE: DETAILS It 150 MPH EXP. B TOP, 2Xb P.T. • CENTER OF DOOR HEADER SECURED W) lU V2' X S' J•DOLT W) 4' MIN. EMDEctim W/ 2' X 2' X VS' U44SHIER 4 NUT OR W/ (2) VV X S' ANCHOR DOLTS tlV 7' X 2' X US' WASHER 4 NUT IN SECUI4E 2x4 ON RAT TO MA 0 W/ MA4)ONRY NAIL& 2X6 6ARAGe DOORDOM 6= MOM= W/ (0) V2' X S' J-DOLT OR ANCHOR ® DOLTS, UV 4- MK EMDEDr-mT, UV 2' X 2' X VS• WASHER 4 NUT. (I) W 41N S' OF TOP. (1) WTHIN S' Or TIE DTM, (1)EVENLY SPACED. 110 ol NOTE& ALL ANCHORS SHALL DEN ACCORDANT! NTO 6 MANPACTIltER'S n45TALLATION TIONedgMT WHERE all[91 4J44TIllOTIOHa ARL MOR[ BTRIN6ENT GARAGE DOOR 1 BUCK ATTACHMENT seua. �r— R-m: Ly PX4' OR VX2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1 Y4 INTO BLOCK ❑ W/ 11 - TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING \ DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 RDdDOM TO BLACK +3 4 OR +5 4 A SCALE, RT . 2X4:m SECURE TO BLOCK W/ i6- TAPCCN8 OR (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2Xb,m SECURE TO BLOCKW/J-Y*' TAPCONSIMIN. SIZE 145IN. HEAD SIZL�O MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 8• cm 18' O.C. MAX SPACING. Ji' DRYWALL 2Xg,m Q 1'X4' OR 1 X2' P.T. NAILER SECURES, TO BLOCK W/J_%, CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3M DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OTC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR ZM TO BLACK +1-1 2' R TO inl 11INDD. " SCALE, KT BLACK +1-1 2X4m SECURE TO BLOCK W/ !(�' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OP EACH END t �� STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUCaH SECURE TO BLOCK W/246' NON-STRUCTURAL Il{t' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 V cm MIN.EM15EDMENTIY4) DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING X4' OR I'X2' P.T. NAILER 2X&, ❑ SECURE TO BLOCK W/2-Il(t' 7(r' OJ3J5. X 4' MIN. TAPCON6 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. I8' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK+ - +1-5 1 15/U,p" C SCALE, RTA. 2X4.w SECURE TO BLOCK W/ IV TAPCONB (MIN. SHANK 812E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X IW OZ MAX 6PACING. MOT BE ON OUTSIDE 4 2Xbmw SECURED THROUGH SECURE TO BLOCK W/2-14' NON-STRUCTURAL TAPCONS TAPCON MIN. I Y4 (MIN. 6HANIK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 900 MIN EMBEDMENT I Y49 81 CMU WITHIN V OP EACH END 4 DRYWALL 1S' DRYWALL IB' O.G. MAX SPACING. 2XB:IEp R 1'X2' P.T. NAILER SEESTO BLOCK W/2-%- CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) AttACH TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. C. 18' O.MAX 6PACING. NOTE. SHIM AS NEEDED TO PLUM15 JAMS (DO NOT EXCEED Y4) AMB WlNDJ0 " SCALE, KT . TO BBLO�CKK+22114�" 2X4m SECURE TO BLOCK W/' TAFr," (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X SPACING. 18' O.G. MAX SPACIN MST MRUST BE ON OUTSIDE 4 2X6m THROUGH NON-STRUCTURAL VSECURE TO BLOCK WR- 'TAPCON T MIN. I-Yi (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIIIL HEAD SIZE 300 C W MIN. EMBEDMENT I Y4') - DRYWALL WITHIN 8' OF EACH END 4 IB' OG. MAX SPACING. xr OR I'X2' P.T. NAILER 2X8m �.X4' SECURE TO BLOCK W/R-%- TAPGONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IB' O.C. MAX SPACING. MANUFACTURES DETAILS. wn. w+1r,�p ro w�.w�,vo nor o,e�DA•+ DOOR JAMB TO BLACK +3" E SCALE, N.T.S. 3f TO BLOCK +3" 2X4m SECUIE TO BLOCK W/ V TAPCONS (MIN. 614ANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST ISE ON OUTSIDE 4 2Xbm2 SECURED THROUGH SECURE TO BLOCK W/J-%- NON-STRUCTURAL Vo- TAPCONS(MK SHANK SIZE TAPOCN MIN. 1 Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y49 WITHIN V OF EACH END 4 8• CMN K' DRYWALL 18' O.G. MAX SPACING. 2X8� I'XW OR 152' P.T. NAILER SECURE TO BLOCK W/J-i- 2X SECURE TO TAPCCNB(MM. SHANK SIZE UTUR L MEMBER 7t(T2)2l'd J45 1WITHN 8' OPEACHMIN. HEAD SIZE 300 D 4 b' TO V O.C. MAX MIN, EMBEDMENT I Y4) OOR CASING WITHIN V OF EACH END 4 DOOR JAMS OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" F 1UBJDOII TO BLDC3"" ' SCALE, RT . 2X4m SECURE TO BLOCK W/Yi TAPC0WMIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 8' OP EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2Xb,m NON-STRUCTURAL' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4') JS' DRYWALL WITHIN V OF EACH END 4 IS' O.C. MAX SPACING. OR 1'X2' P.T. NAILER 2X&4 �.X4' SECURE TO BLOCK WA-1/4' %' Ohl!l X 4' MIN. TAPCONS (MIN. SHANK SIZE 345 DOOR CASING MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' Oa MAX GPACING. MANUFACTURES DETAILS. xD�4 MM M Mmp ro rW�+n�,00 "ot 4DC� 4'I DOOR JAMB TO BLACK +-/71/ @ERNTTOBLACK +381"8' 2X4m SECURE TO BLOCK W)Yi TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOS, STRUCTURAL 2X 18' O MAX SPACING. MUST BE ON OUTSIDE 4 2Xb� SECURED THROUGH SECURE TO BLOCK Ul/I-1/4' NON-STRUCTURAL V TAPCON MIN. I-Yi (MIRTAPSHANK SIZE .145 MIN. SH EMBEDMENT EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN V OF EACH END 4 JI' DRYWALL 18' O.C. MAX SPACING. ❑ VX4' OR I')2' P.T. NAILER 2X&s SECURE TO BLOCK W/I-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SWANK SIZE .145 MIN. HEAD SIZE 900 MIN. EMBEDMENT I Y4% DOOR JAMB OR WINDOW WITHIN 8' OP EACH END t TTACH TO 2X PER IB' O:C. MAX SPACING. MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H R TO C +3 3/ 4" LE, RT.S. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.00m L AA #: 0003325 rr� C b rbr 6 D L ILVERADO LOT #39 BLK #18 PROJECT 04128.001-39181 MODEZA 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH E . B S DATE: 07/27/20 SCALE: 1/4"-1'-0" D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.3 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 13972.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 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.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31J2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2027 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 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2027 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'-8" 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/SIDELRE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2027 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 107S8.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 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-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31J2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 d N.RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdasigngroup.com AA #: 0003325 Tray �I AN b M ill MO aUDDIV ac LOT SILVERADO LOT #39 BLK #18 PROJECT# 04128.002-39181 MODEL: 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B ZI r-prjNTDA 07/27/20 IBCALE: 1/4"=1'-0" BHEET D3 APPROVED BUILDMG UIaAP SMALL B! LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL 4'x4' SELF-APHEItlNG t1!M RAND PLASHNG (COMPATIOLE Not HOUSE 6' ENDS) 4 6' • HORIZONTAL LAPS, ALL SEAMS NNW TO B! TAPED LATH VERTICAL LAP TO OE P WRAP MATERIAL) OVER APPROVED HOUSE YAaAP. 4' W164 PORTIBER 6FEATNING TAPE R.ASWIN2 TO EXTEND ONTO PEPS / I. OR LESS MP! 6'N6' 6CLF-ADWERM6 MEMBRANE PREPORT'ED CONTROL JOINT '— THICKA COAT CEMENT PENETRATION ] PLAJIMNG (COI'TATIBLE YV FI016E 'y / \ PLI UIRAP MATERIAL) � URAP ML4741lAL) OVER 4Sc4' PLAL2! OF CONTROL JOINTS T BE CURED TIED TO LATH • 9' / \ RKL MB"IBRAE i PLASWING OVER APPROVED O.C. MAX (VERT.A EQ$L DO URB LAYER 4. PORTMIDlR ) 4 ''I HOUSE WaAP. NOT FASTEN CONTROL JOINT TO BUILDING PAPER 1• MF1 LAN' . MTAL LATH / �.,� PLASFIIIf. TO EXTEND ONTO PIPE 1441 N. ROARED REAGAJIBLVD UA4LL EVEN P STUD EXI6M LONGYd00D, FL 327%'SE OEYONO EXCEPT STAPLE& U!7 APPROVED METAL LATH FFAS PN: 407-774$07DURING LEG MAAY INS USED TO L JOINT T". INSTALLATION AT a (YERTJ Or- MAX�X X X — — — — CUT AND OVERLAP ONE 610E OF www.abdesigngr307gngroup. FASTENERS TO BE SPACED S71�ICCLOA UI'•ERRAP METAL LATH MIlT'0!lRaNe cur AND ovERL4P ONE BIDE aF AA 6: 0003325 • �• OL. MAX VERNCALLY WOOD 6MEATNMG was LAYER �, i' THICK s COAT C!?1ETIT ���� STEP �I 01 STEP '2 °EFL�AD181dNG MEM�RAT! I 6TUCC0 ~ I PLASTER STUCCO O AP '• -t F"ti ,.K tii.' u H s "''` . ^?',,, •METAL �-'d'' • tuN r / uRe LAYER 7, FDRrrIBER � I LAT14 ULAYER -2, POW IRWIN RD BULOING PAPER V \ J� SSSEMOLAYERMPPA'R PI JR Y I o-ETA1 uTu STUCCO URA% 6'x6. SEEP-ADWVUO MEMBRANE PLAGWM OVER 4W I SELF -ADHERING MEMBRANE PLA°NNG OVER APPROVED 1' To WOOD SMAT14MG INSTALL FASTENERS (CLIPS, HOUSE WRAP. LATH SHALL BE GONTRWOUS .• w v v To v STRA•S, STAPLES) AS TO FLASHN6 TO EXTEND ONTO MPE TW JOINTS BUTT L6mm PIPw WRETO FRAMMG PLAS IM OVER APPROVED BE STOPPED MID unra ntA�. TIED AT EACH SIDE. x r nN un, PER ASTM CI®69 / PROVED! 2X4 BLOCKING 1 KI I PLACED RAT MAX. i' TO S' LAP, 4' MR ILL LAP FROM CDNTROL JOINT WHEN JOINT PALLS ON CONTROL2 ' vi 'I Eli' CONT. BEAD OF SEALANT I. EP$R6 POR LATH TO BE NAILS OR / / °1 'L ° AST SORE®, V!'.P-a INSTALL APPROVED HOUSEUI AIR STAPLES IN COMPLIMIC . W( A6TM CIM.9 r IMILTRATION CARRIER OVER 2. CURE TIES TO BE (NO. IS) 004'W wPE / 1 6FEATHIN4 BLOCKING BNOUN MAY BEM ADDIPLAN 71y \ COATING A OYE SSTU A6TN T TO UW.L STUDS REaIIIIED PER PLAN aE (GEE G �l VERTICAL LATH z $ C O gbg 6 o & PAPER DETAIL UIOOD ° ena framing SESECTIONSECTIONPER SECTION RM3.7 �Sa101 YRllla ald vio ala SFEATHRIG Exleitor uae of p rUaW cement PI.Mr SIDE E LAPS, OP METAL SPWI comply YM the a Men PLASTER BASES SHALL regWre MS of ASTM C 92612A, O IWAMM BE SECURED TO BUILDING v nra InaE911•Elon a eneriu IelMngframingg "M" TYPE CONTROL JOINT PArl1e BlTYEEN SUPPORTS,LSE sllBll caniply W91 ASTM C 108312A su su WTH mJs416-IN (Isl-FM) STUCCOif LAP. LArw f IL CURE AT NTERVAL6 NOT a LAr . PAPeR }a MORE THAN 6' (22S-MMA Y AS PER ASTM 0066 Di L • •�'A L•� •�'A "� 3A PIPE PENETRATION DETAIL (FRA" IE) x COWAN. IK. s FAo FOR REPAIR OF ® ® KIC KO UT IN Wm LAYERS TEAK HORIZONTAL LATH N.T.S. DETAIL MAY BE PATCHED & PAPER DETAIL W44OU9E WRAP TAPE PER MANIP. SPEC. OR F0.O PEEL 9 STICK •4 • OL Fa c alu4Eo . O L POW HISA1O R Px A WOOD SHEATH INC. OR CMU la.A WR5 LAYER "I, x cuaAa• • rK. a qONAN . n. c STUCCO WRAP (FRAME ONLY) . ONlAN • Pr.O 11'OlD FT. C OVM PR.•ii 6 Tu Pr. a Tana• THICK 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 GOAT LEGEND CEMENT PLASTERSTER (CMU) A, " METAL LATH (FRAME ONLY) ® ®� C —LAP WR5 i TAPE OVER DRAINAGE PLANE (WR5 • T � ROOFNIALL SCREED �•�•� s LAYER 01, STUCCO WRAP) MAL POW,i'THEC(,s GOAT CE'7BIT z -- S'X5' 'L' TYPE CONTINUOUS I,URB LATER "2 CFORTIFIBER —' —' — • —' —' — IN.ASTIIR(IwArEAER'2aOAT L Z —GALV. METAL FLASHING CE-W$%AMM(OW (NAIL TO ROOF DECK NOT BUILDING PAPER) CURB LAYER 7, PORrPIBER WALL SHEATHING) aWLPM PAPER I>, U OCT) UM LAYER 0% c+ CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X STUCCO IRAP"RA•a OLT) INSTALL WITH ROOF CEMENT aysanr. S. L,OT: SILVERADO LOT #39 BLK #18 PROJECTIF 04128.002-39181 MODRU 4EBB "1828—CALI" GARAGR Il1IINO: RIGHT PAGR: WALL ASSEMBLY DETAILS 101150 MPH EXP. B EX LAYOM OF 110" AI MAP ONR NAL�M I�LIMAaae, STOP SN(SEINI�OILY) A. STUCCO : -' rft" on cm ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING KKK-= ILAa1Stl Ia.E � � � t A 1 SELF-ADHESIVE FLASHING`' NOTE METAL LATH: LATH TO BE PER SECTION 937 — UATIIR TiSHT SEAL (IISIO OR Ri03.1.1 / ASTM C-841-m5, MIN. 2.5 LBS. P "°"" �i►m° '"°" PER SQ. YARD (UTILITY OR NOMINAL 2i/zo" SCAL : /a ORIPeIa. o+o•..PY COPN 6aATNan I7CNa•CMLT MSCY MAP �"" °n°aLATH ""N4'°"'A" DOES NOT MEET SPECIFICATIONS) >9 L" FLASHING (�)­ N.T.S. A1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, AND BOTTOM C FLANGESOF) OF NON -MOVABLE FRAME OF THE EXHAUST. (V SELF ADHESIVE PEn NCIE of FLASFIING rD BE: L BOTTOM. 2. SIDES. 3. TOP OVER TOP t SIDES X: VENT CAP IS TO DE SET IN BED SELF WOOD BFIEATNING ..,;.�' OF SEALANT AT TOP AND FLASHING LAYER M, SIDES ONLY. SEALANT IS TO BE U•llT STUCCO WRAP TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. LAYER 42, FORTIFIBER 1441 N. RONALD REAGAN BLVD x: E-2 DEAD ALL AROUND PREMANUR DRYER BUILDING PAPER LONGWOOD, FL327B0 VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407.774-6078 JOINTS AND INTERSECTIONS CONT. SEALANT) _ FAX:4O7-774A076 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO UCTION . ✓FINSH •TEXT OW CONSTRI FASTEN TO WOOD STIWOTUR4L www.abdesigngroup.com AA Y:0003326 ON ALL SIDES,YA CAULKING • JOINT ALL AROMD SEALANT ra MEMOER . T O.C. MAX v cru I TOP t SIDES )6' TO JS' MID -WALL I I PER SECTION R703.7 Extador Isddm and pleaterhm BR ,WD Exterior use of Portland cement plaster shall comply with the application` B DRYER VENT (BLOCK) requirements of ASTM C 926-12A. ,E i 6' UDE STRIP SELF ADHESIVE FFLASHING, CLEAN r Installation of exterior lathing and framing - 1 shall comply with ASTM C 106&12A. r MASONRY SEPORE APPLYING WRB LAYER 9, i4�--1EXTWGED STUCCO WRAP r HOODED VENT BUILDING PAPER FWMa s MA601VRY - OVER '=ICK r - - - HORIZONTAL WEEP SCREED i THICK, 3COAT C %NT FLASH' 7B X PLASTER - -� (FRAME TO BLOCK; METAL LATH — — WRS LAYER V, FORTIRBER PIPE THROUGH WALL BUILDING PAPER WOOD SHEATHING F a DRYER VENT (FRAME DRYER VENT (FRAME 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) B' BUILDING PAPER UNDER 'QUICK FLASH' WRB LAYER ry, h CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION G A VENT PENETRATION SROWRP CUT 'X' INTO SELF�ERI �IWG i SCALE: N.T.S. APPLY SELF -ADHERING WOOD SHEATHING OVER BOX. OVER APPROVED WRSLAYER h STEP #1 STEP #2 APPROVED D5ELO �P WRB LAYER'M, STUCCO ttlRAP ELEC. METER FIELD I �ELEG. VERIFY LOCATION METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN SELF-ADHERNG NO MEMBRANE CsRADE '0' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (U LAYER OF PAINT EDGE FAL�V OVER PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER 4, FORTIFIBER CAVITY TO BE FILLED STEP #3 BUILDING PAPER WITH RIGID POLYMERIC STEP #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) DRAINAGE PLANE CWRB BPASE SEALANT AT POINT COATING OVER COATING OVER LAYER 01 STUCCO WRAP) THAT ELEC WIRE PENETRATES (sE�( C.V. WALL BVHDM A. LOT SILVERADO LOT #39 BLK #18 [PROJECT# 04128.002-39181 MODELt 4EBB "1828-CALI" OAP-t0Z Bwu:TO: RIGHT PAGE: WALL ASSEMBLY DETAILS t.150 MPH APPLY E-Z BEAD OVER 60 MIN e • a • e. s o SECTION) WRB LAYER 02 (FORTIFIBER ...... - - AREA TO RECEIVE GRADEFELT-P*D' E METAL LATH BUILDING PAPER) STUCCO SCRATCH COAT SEALANT AT ALL ° METAL LATH x-x-x-x < 1 COAT OF PAINT W/BACK- JOINTS AND "• ROLL PRIOR TO INTERSECTIONS e •e.a•e . STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND NO SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP #5 STEP No NOTE: ELECTRICAL RECEPTACLE DATE•. 07/27/20 METAL LATH: LATH TO BE PER SECTION O DCALX:1/4"=1'-0" R103.'1.1 /ASTM C-84"I-09, MIN. 2S LBS. ELECTRICAL CONDUIT O PENETRATION ems' PER 90. YARD (UTILITY OR NOMINAL TAT ^ LATH DOES NOT MEET SPECIFICATIONS) VV fi LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — • — • — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO L. WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD "ATNMV6 �618TIVE BIARpM�ER WEATHER ddl�IERSISTIVE , !(�• X T Y AP VOHS \ R-��6' ILR.�MNGM�R� L d WEATHER PM616TIVE ISAPMSTARTER RESISTIVE STRIP D�AgIHER an FLAGHWG GALVD METAL GALw METAL'' 'r IL46RMVG 'r FLASHING • W..• WOOD TRIM tEMBER� .: � ` \ �• � ` t 6 �UACALLKING VE SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION coNsrwITIIIN\,- REYO 6HEATRMWEATHER 'T'VEWOOD 11EBIBAWERh �SIS�(I�' 64RRER X T 1 LMon \ N BATTS�� A.�Ml6DOARD -ADbER I�lF.eISTIVE DAARIDEER THER ln1E"TIYE STARTER STItlP� D�AI -ADHERM GALw METAL GAN w METALW PLASRMNG WARIDE TELEVAWN PER \ °W, ` HARDIE TRIM PER ELEVATION CLAP WACAULKING APPROVED SEALANT CAAMn \\ SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION ,fs • 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774807E FAK 407-7744078 www.abdosigngroup.com AA N: 0003326 z kbk b kbk 6 All >,U8DM as LOT SILVERADO LOT #39 BLK #18 PROJECT* 0412 .602-39181 MODEL: 4EBB "1828-CALI" GARAGE ETfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B racaa� a 07/27/20 DATE: SCALE: 1/4"=1•-0" WA4 —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH a CMU ! \ j V METAL FASCIA \ WRAP Ys' FROM \ STUCCO, I' FROM � \\ \ ✓ WOOD WALL \\ EXTERIOR WALL \\ e\ I (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \\ \\ SUB BAND ONLY \ ®ELEV/AT(ON ®FLAN A 1/8' TEXTURED FINISH • WOOD, I!!' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP)} SHEATHING oftUIO00 1: WR6 LAYER N, STUCCO WRAP(FRAME ONLY) — WRD LAYER 82, FORTIFIDER DUILDING PAI°ER - - (FRAME ONLY) 2X6 BUD BAND ROOFING CEMENT DRIP EDGE ©FLAN B METAL KICK OUT ROOF KICK OUT REMOVED \\ FOR CLARITY _ \ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) `11/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP 1' 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 6'-8' O.C. MAX. 2x SUB -BAND W/11 'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL Ca? WALL W/KICK—OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH a END, WRAPPED IN PEEL a STICK •ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdnlgngroup.com AA M: 0003325 Y q c Q o m ao aysDM Ale MT: SILVERADO LOT #39 BLK #18 PRoJmcT# 04128.002-39181 MODMIA 4EBB "1828-CALI" aARAGE 9111srr6: RIGHT PACE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ROLMD 23 rpp.amTE; 07/27/20 acAzz. 1/4"=1'-0 aFiIMT WA6 34,A" 28'-8" '-4" 9'-8" V-6" 15'-10" 3'-4" FM-12X12 F_ 1 FM-12X18 4" CONC. 4 SLAB I r I I a LF-24X24 �-31/2 1,-0• l 10'-0" of10 1.1 I • r 1 FM-12X18 END 1.1 SLAB 1 112" I ' I I 1 ,.1 I I� N i� I I I I. I� I •I I I. 19'•0' 5'-0" 15'-8" I 1 4" PVC f CHASE '1 TE-1 -Tli0 a -5 V2 II 5 3'-D" I § I IL LLI. 1 EXTEND r CONC. �l SLAB 11/2" 2 l4" :2 FM-12X18 SLAB — I Gull I+.31/2 gall L -- LL1 LL 2 7 1/2 1.1 5? L 1.1 FM-12X18 1.1 J 0 F -12X18 v FM-12X18 FMC-12X18 4 4 1.1 1.1 10'-2" 21'-4" 14'-0" 4'-4" 39'-8' FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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 112" 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. 11.13INDICATED #5 BAR, 13INDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE'M" OR'S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6z6 W I AXW I A OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 8N SEE PLAN IT— FM-12z12 12" CONTINUOUS 12" FM-12z18 12" CONTINUOUS 18" - (2)#5s FM-16z18 IV, CONTINUOUS 18" - s - FMC-12z18 12" CONTINUOUS 16, - s VARIES - X 872rog8 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.00m L AA #: 0003325 q i b 0 atMDIR & LOT SILVERADO LOT #39 BLK #18 PROJECT# 04128.002-39181 MODEIa 4EBB "1828-CALI" GARAGE OWWO: RIGHT I1PAGE: FOUNDATION PLAN 50 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING i }} ,v STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND I •' Q SPACING REQUIREMENTS O ?- SPACING REQUIREMENTS - � t " .(� ° GARAGE DOOR W W U N W I ..' �- I ^. 1°p ( ui RECESS 0- FM 0: a. i 8" CMU WALL O V) B" CMU WALL I .. ///��--''''�-- CORNER BARS, SAME SIZE AS LARGER BAR W B° W O +- 0'-0" ,' I FOUNDATION WITH 30" LEG EACH ° 9 W U N +- 0'-0" TOP Opt— WAY AT ALL CHANGES IN DIRECTIONS I .. Vf SO THAT THE STEEL REINF. IS CONTINUOUS to TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS �I CURB FOR EXT. PORCH SLAB ° �' SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1STORY) 18" • EXT. PORCH SLAB - -VARIES ,! SEE SLAB SCHEDULE TOP OF GARAGE ° o CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �=p. AT ELEV: W/ I/2" ISOLATION JOINT (WHERE ^ 6` CHAMFER (2STORY) pq 24� W/ V2" ISOLATION IS I 4"CHAMFER (iSTORYj `, °' 6" CHAMFER (2-STORY) 0'-0" APPLICABLE) i SEE SCHEDULE q8 30" JOINT APPLICABLE) i e • EE SCHEDULE ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (to. 2 70 3, PROVIDE 2 BARS), ONO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" @GARAGE scALE:3a"=r-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 46' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED - N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0. SECURED W12- PART 0: SPACING. SINGLE BTM. PLATE 1l2'kB" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. W/FLANGE ®BASE a EPDXY. MIN. EMBED TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO 8", UNO 0 FOLLOW ALL MANF. PLATE PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC SLAB WItOd MASONRY NAIL 16" O/C STAGGERED. 4 = SIMPSON SPH4 OR SPH6 MAX. gy SPECIFICATIONS FOR y ¢ I USEAND BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT SECURE FLANGE TO SLAB W/(4)1/4" X 21/4" = 07 F- PREPARATION OF O HOLE. ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL N REQUIRED WHEN NO v) UPLIFT IS PRESENT. TAPCONS W HOLES, DO NOT USE tOd W W x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE ,�Q TOP OF SLAB � .. ; TOP OF SLAB ti„�.. ° 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE EQ. EQ IEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 3DALE:34='-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 scALE:3/a"=1'-0" (N// UPLIFT) 8 scALE:a4"=r-a' (NO UPLIFT) SCALE:3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q " PLANS FOR SPACING,SINGLE SECURE ST. PLATE TO O �- BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE SLAB W/10d MASONRY NAIL W 16" O/C STAGGERED. ADDITIONAL METAL U v y (L CONNECTORS NOT REQUIRED WHEN ce cO 8"CMU WALL UPLIFT IS PRESENT.T. 0 Z POURED LINTEL CONT. (TYP.) ' �. 6" CMU FILLED CELL (TYP.) Ito'' .. TOP OF SLAB .,I° 2X WALL FRAMING SEE SLAB SCHEDULE _ SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" -0` Z i - ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB e • g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND e ' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° '•° - POURED MONOLITHICALLY WITH ° .� • _' '- - FOUNDATION AND SLAB -� SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO �I INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 scALE: 3/4"=V-T (NO UPLIFT) 10 SCALE: 3/4"=V-0" 11 SCALE: 3/4"=1'-0" i N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 Z b O 8�o SVSDIV. As LOT: SILVERADO LOT #39 BLK #18 PROJECT 04128.001-39181 MODRIA 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH B DOWEL PLAN SCALE: 1l4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngfGup.com L AA M: 0003325 gg y G io kioo 6 H 8VHDIV. at IAT. SILVERADO LOT #39 BLK #18 PROJECT 04128.001-39181 KODZIU 4EBB "1828—CALI" GARAGE BMWO: RIGHT PACE: DOWEL PLAN 150 MPH W. B DMNT A E:: 07/27/20 8CAIX: 1/4"=V-0" 8xEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM - VARIES PER ELEV. i •; 1441 N. RONALD REAGAN BLVD ° ; LONGWOOD, FL327W PH; 407-774.8078 FAX: 407-774-4078 www.abdoeigngmup•com #5 BARS AA M: 0003328 8" 5 0 CLEAN OUT REQUIRED Q FOR INSPECTION tL •• 01 V-0„ 0'-0" FIN. FLR. -+� •a • TIE RTICAL REBAR TO HORIZONTAL ■ R . • REBAR W/ 10" HOOK b b BAR SIZE 48 BAR DIA.�e Z #3 w 24" CMU UNIT DIMENSIONS O #5 30" Q ARE NOMINAL SIZES #6 36" HORIZONTAUVERTICAL #T MASONRY SYMBOLS ar' 3 40 SCALE: 3/4"=1'-0" %� REINFORCING w SCALE: 3/4"=V-0" x0 Z � STEEL REINFORCING IN CELL SEE PLAN FOR SIZE AND Q SPACING REQUIREMENTS Of �a � y Z 6" CMU WALL � TOP OF 51 - ° - TOP OF SLAB w°e SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. f > ° PORCH 4" CHAMFER (1STORY) #3 16, O ° ° W/1 �, 6- CHAMFER(2STORY) • JOINT (WHERE 04 24" APPLICABLE) 2 MATCH STEEL #5 30" 6" PVC CHASE REINFORCEMENT PER SCHEDULE #6 36 6" PVC CHASE THRU FOOTING aUNDIV de LAT: SILVERADO LOT #39 BLK #18 P1tOJNCTp 04128.002-39181 molon a 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGR: DETAILS 150 MPH EXP. B THRU FOOTING #7 1 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" No DA�I E- 07/27/20 aCAIM: 1/4"=V-0" give= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/7 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"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16. O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE 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 (Pei) W'XH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 SxB (1)#5 WA GROUTEDSOLID SAFE LATEL LADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I 18" PRECAST & PR STRESS D U--LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE .1 .OAD 11,1A 1 SAFE LOAD - POUNDS PER LINEAR FOOT 34' (42') PRECAST 2231 aoN Nob WN 7w eW� tmN IISO X4• (42') PRECAST 1025 1024 1M 74' On PRECAST ;w sw aw Nn ew e;M 7,b; ,,-0• ( PRECAST 1M6 3M, net 3w 4w -UM 70N $1M 4'-0' (IB') PRECAST 7a6 783 /308 P-0' (48') PRECAST ,w Mw MM 3M6 4m ew em aM 4" MU 7N7 w4 tMM 11w Iw Mw ws ww 4m effi pM P4' 54 PRECAST (' iQoB Im MID MM alp 4m Ma Ma 44' (�� PRECAST 6B2 691 1073 4'4' (at7 BAST tw 9w 27M am 4w 47t1 em ma 4m 4113 76n IM Bw 1tw 1207 MM 2/m MM 4w 4711 pie r4' (641 PRECAST 1217 1w ,w tw wo Ma Mw 4w 64' (64) PRECAST 411 411 745 S4• (S4•) PRECAST 1rn , 2m 2w Mw w1 4w 1w sw ew 7M7 ,M IMe I7+e 22M aM we MM 43tl a'-,o c7o) PRECAST ,are 1703 11M lost as as* 3w $4M 6-1a• (70� PRECAST sta a� e1e s-,o (70.1 PRECAST w 2m Mel 3ffi 41M ,%, „M 4,,, 7,p 7,M effi w ,en Mp aw a,M am .,p r4' (T6') PRECAST 1Me 2177 Ma MM 3707 4m eaal r4' (789 PRECAST d07 721 4B0 84' PB') PRECAST w 2= 3M, m 1ffi M7 3Sao wt ew Ma w Ia7 IM as 2M0 saM ms r4r (a0') PRECAST 743 1M7 I_ 2w Mw Saw MM 3m r4' Rn PRECAST 424 SIM 383 r4' (Y7') PRECAST 7M t as Mai affi IM, 17a 7aaf aew am aw7 s m 737 Iffi Ma, as aw sea sae r4' (11 PRECAST 554 w Ilw tw aw aw 2rn Mp r4• (112') PRECAST 326 512 230 84• (11T) PRECAST w 7w t 1474 IM 2tM wM w iw ,w 3eM 7Na ww w w Irn ww 1ew »M wM 1r4• (12a� PRECAST 476 w w law tow 3777 MM me W41' (12a) PRECAST 2B4 b1 1a0 1rd (12a� PRECAST w m rn , sm , att w ,w /w Mw 2M, 4m m w tw ,4a IMs ap pts „•4• , ( sa') PRECAST 362 w w ,w Lew 2W at27 4w 11'4• (13a' PRECAST 280 462 164 11.4• (18r) PRECAST 474 aI w UW fM ,iw w w law tw NO M27 4w 4e4 w tm toss me"] moor 12-0• (,MD PRECAST 837 w M3 1M4 104 Mp 2w M@ 124' (144') PRECAST 244 402 IV 11" (144') PRECAST 470 40 Is w It 1 tw w m 104 IM 21p ON sw 4M w w ,w IND. ma. Im 1r4• , ( ao� PRECAST z3e m m ,m 1m iw 'Ole Mp 1r4' (tar) PRECAST 217 324 11a IT-C (160") PRECAST 4/e 30 WF M w i 1ffi m 140 ,w 2m an 4M w 7w 110 14f 1 Im IV& (16n PRECAST 279w fffi IM t,a 2w 1R-0• (16n PRECAST 2D5 203 t00 14.4• (166") PRECAST w w w 7a w , 12M 1w 1w 1w 2/27 2w NO 4M 711 tw 1 1 1w 14'4' (17C) PRESTRESSED N.R.1m MI iN iM wl Nt 14'4' (17r) PRESTRESSED N.R. 204 01 14'4• (IM PRESTR� ffi Me M4 w w w m w M. 1 m 1M 1131 ,7M I= 2w =7 M12 1r4• (184') PRFBT� N.R.M jNRF"RNR iM 3R M NR IFW (1SP) PRESTRESSED N.R. 250 83 1SW (184.) PRE 2M w 213 w 40 rn 4M w 70 M, 1 Iw 1w Im 29 as 2m iT4' p0a� PRE N.Rw M, IM Mt 1M M 1T4• (2087 PRE NR 194 a4 1r4' mn PREBTRESBED Inw 1v w 4w w Im 7M w 7w 47f m t473 I= ,Me ,w Mal 104'Ml MnC232'1 PRESTRESSED NAL IM M Nt M 184• Mn PRE811iEB8ED N R 148 62 184' CI32') PRESIRF88ED In , M. w w 4w 40 w en Mt e47 747 Iw Le 420 Mo 10n tm trn t7M ID,4. (266") PREBTR688ED NA wl Nt wt w, M iM tM 21'4• (ZBa") PRES1RE88ED N.R. 126 4'e 2,'4• Mn PREBTRE88® 142 a4 w m MD w w AID w w w 1114 fw f4/e 142 iM m ,w m m w m m M2 w w We w 274' f�49 PREaiRE88ED KR. M M M 7R M! Nt M �� (2a47 PRESTRESSED N.0. 11a b 224' GM49 PREBIR�SED /M ffi w eta w w w w 316 w 7N ton 2 /w W4• Mn PREBT�BED NAL I. M 2P4• On PRE81RESW N.R. S1 39 24.4• (2�9 PRO RESSED tM to 2uIle m s 9 au M2 w 410 w 4M rn en m I. w w w w 1w tffi (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. -ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRE7E MAY2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR IXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS . PRDVDE MMMM 4' OF SEARNG PAST EACH SIDE OF VAIOOW OPENING L---------- A--m-------J L---------------- q ---------mmm—m—J LIFT BEAM PLAN SCALE: 1/4' = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 Its 0 0 ror 6 aUDDIV. & w .1 SILVERADO LOT #39 BLK #18 PROJECT/ 04128.002-39I I MODEL. 4EBB "1828—CALL" GARAGE EWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B t944 A. 93723 nATEf,NT. 07/27/20 aCALE: 1/4"=1'-0" aIIEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'4r �Gr'Y,O F = FILLED W/ GROUT •(\AU =UNFILLED NO f1\� NOMINAL WIDTH .16-1 T/ 1 ICE/ NOMINAL $ P HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE NOTES TO THE INSPECTOR/CONTRACTOR i. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE BEAM, IF FILLED LINTEL, THAT XFXX - 1T/1M10B INDICATES A DOUBLE BOND BEAM # OF #6'S, BOTTOM AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1TIlMI08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST :.314T' WINDOW i SILL S SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION BX8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR= WIDTH OF OPENING-2" OR 8X8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Ll) REFER TO PLAN FOR LOCATIONS NSS" m TYP. E �1p5 BOP. 1lJS TYP. B'k16" BONDBEAM •': 1#5 � 8 SX16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE TOP OF BOND— BEAM T P OF OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION SCALE: 3/4"=1'-0" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4' EMBEDMENT 2X6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 6" OSB SHEATHING U WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=V-9' I — SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF — AT EACH SIDE �U OF BOND.BEAM CHANGEELEVATION CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=l'-0" At 144i N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdeslgngroup.com AA #: 0003325 m 4 b � bk 6 aUBDM as LOT: SILVERADO LOT #39 BLK #18 PROJECT* 04128.002-39181 MODEIA 4EBB "1828-CALF" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DAPS: 07/27/20 aCAm 1/4"=1'-0" skmcm kli,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" HOG 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 9-(r, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SWILL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFEREO 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" i1i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com L AA N: 0003325 X W6 D bok S b as Bumm at LOT: SILVERADO LOT #39 BLK #18 PROJffiCT# 04128.002-39181 MODEL" 4EBB "1828-CALI" GARAGE awMCk RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON (9) 10d x i } NAILS TO TRUSS ROOTHING /FLOOR HTSM20 W/10 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING TRUSS AND (4)1/4' x 2 1/4" (12) 16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" TITEN 2 ANCHORS TO DSL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL .. OVER TRUSS (NOT SHOWN) C{i) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF WITH (12) I6d x 3? NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL WI1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2z WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ I Od TRUSSES G 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM —y SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb lc TYPICAL TRUSS/ ��-0 GIRDER CONNECTOR(S) (2) 2X4 Not SYP IG2x4 BLOCKING BETWEEN BRACE W/ (3)12TRUSSES WHERE TRUSS (DIAG. BX-BRACING IS PRESENT AT COVER 5 TRUS4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) W' BRACESEAMS) 30"1" TO 60'-0 (3) "X" BRACESECURE 2x8 PT. PLATE (1) 'X" BRACE @ CENTERTO BLK W/ 1/2" DIA. �. (2) "X" BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2" FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6" tTO SEE ARCHITECTURALMIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's B" STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED W/ (2) tOd's @ EACH TRUSS BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 314"=1-0" O NOTCH DEPTH 1/4'D HOLE EDGE >518" Zr" HOLE DIAMETER T 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/8" BTA1. E `� I I I �= 3/5•D DBLHOLE E TER PLATE STUD NOTCHING (ANDBORING LIMITS LIMITS SCALE: 1 1/2"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED $O LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" �-- TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314'=1'-0" I L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-7744078 www.abdoslgngroup.com _ AA #- MM BvsDIV. to Lo SILVERADO LOT #39 BLK #18 PROJECT 04128.00 -39181 WODEL 4EBB "1828-CALI" GARAGE BMWO: RIGHT PAGE: DETAILS 150 MPH ZXP. B DRINT A07/27/20 BCALE: 1/4"=1'-0" BiIEET S3.1A 1J q GABLE END x A ROOF WIND DESIGN PRESSURES ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= 4'OY END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT -- 0.18 ROOF DUPHRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 6/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Ed RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Ed RING SHANK, 21/2" 0.120" 170,000 (18.20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/7' 0.120" PNEUMATIC SC.W.AILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" COX OR 711 6"O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4- O.C. TOP & BOTTOM EDGES . .......... TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES al EACH ENO. RAF 11rER ORTRUSS-` BUILDING ROOF SHEATHING LAYOUT R WRACING NFRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` Z Z N � W Q _ 0 W U U~ U 8d RING SHANK GUN NAILS 012" O.C. IN FIELDor8dx212"SCREWSHANK 1i O PNEUMATIC SCREW -NAILS @ 12" 0.&.jN Z Z3 7 (p FIELD z (L J\ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 31f. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWFATHER 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. Bth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3I1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14. BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., $HALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 NISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MILCONTINWUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS- MINIMUM NAILING PER FBCR 2017, EST 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 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS IS COMPLETE. ITIS 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 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 AT 85, 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 3'-0' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA, TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL- CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT-)IPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/VWTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 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 pef TOP CHORD -Dor1-Lo0L0rrer4 REVWOOD TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' 98 BAR - 36" TRUSSES. 10 psf BTM CHORD -Iw0- .neOt 05 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOAOS FOR THE ROOF PROVIDE 36' x 36" 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 psf TOP CHORD (7 psf psf w! No GVPCRETE) (7 ASPHALT SHINGLES) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf B TM CHORD 5 5 ps/BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpal 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 DETALS AT BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pst RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED 017) MPH EXPOSURE SECOND GUST (NICE (NBC B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL TIC ITHOUTST UNINHABITABLE ATTIC WITH LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BIT LAYOUT, SPANS & ALL TRUSS) HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT BALCLIMIONIES (p ATTICS SERVED WITH FIXED STAIRS; BALCONIES (EXTERIOR) STORAGE: 20psf, HABITABLE ATTICS WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL Be NOTIFIED TO THE AND DECKS: DR GUARD PASSENGER GUARDS AND HANDRAILS: COMPONENTS:LNG WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AGE ROOM: OM VEHICLE GARAGES: SOps/, ROOMS OTHER THAN SLEEPING ROOM: 40psI, SLEEPING ROOMS: 30psf, STAIRS: N SLEEPING PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION � MASONRY PUN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SMALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES- (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fM = 1600 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL . SHOP RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8- WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pst, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. 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: 2,500 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 MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR 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 A#X UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHAL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER: 1.112- FOR 45 AND SMALLER YFOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 A36, FY = 36 ksl 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 B, TYPE E OR S. Fy = 35 kel. 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 TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AIKICATON SI>E TYPE 9PACWG REMARKS APPL- 9SE TYPE I SPACING PEMPMS 1#PT FIJI—TO MASOMiYI WIG. CASE HARDENED WL 1?LONG. S. GA GEDOORBUCK TO M 9ONRYIOJNG. 1.. NO WASHER TARWNMA90NRY FASIEIER B,- 11? ENSED.,PENDIXST., 112'EDGEOIST. SW, AL. EXT.000RS 1. PT, SEE NOTES CASE HARDENED HILL NAIL 1 1Ir LONG. rOIC STAGGEREo WINDOWNOgL FASTENED INTO MASONRYICONL. GARAGEDWRBULK TOMASONRYICONC. 1M DA. WI WASHER _ANSION BOLT &°OTC PEMF£D.,A'END DIGT.. rEDGE DIET. WIDOW BUCK CABEHARDENED-11 r"O WINWWIDOOV FABTENEG METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING tr PT, SEE NOTE 4. NNL I - LONG. STAGGERED INTO MASOIJRYICONC. MASONRY/CIXJC. REQUIREMENTS EXT.-1. DOOR (S19I169N, 'TAPWM 1e 0K; 11?'EMBED, r ENO. NOILBEA RING W00o tlr' ExPANSX'EMBED. X-END Y<" CH ExP SU'GEENOTEe NO-E.FASTNEA DIST„I-EDGE DIET. WALL TO INC.B NC. S WIWA;ER HILTON 1ST.,r EWE DLR. LPTWNWWBUCK 0.136'PKxE1 rQC VEND^ T11" PT T09NOT LOW., SEE ES WI WASHER STAGGERED � 1H1 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 HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN LONGWOOD, F PH:407-7407.77 FAX: 407-77 AA #: q L4 000 E��S C� U q C a� � � 3 � :• 11�g�� y 9 b b DIUDDIV. al: LOT: SILVERADO LOT #39 BLK #18 PROJSCTp 04128.002-39181 MODMI.a 4EBB "1828-CALM" GARAOS >!7►MG: RIGHT PAGE: DETAILS 150 MPH EXP. B A-TZ; 07/27/20 8CALZ: 1/4"=1'-0" a*mS N 1 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS �p 4-- 652- 21-z