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Home My WebLink About7060 Steer Blade Dr992558-HAWTHOIZNE" FOR: 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS .no= Hmm/mENTW (; Cons, m CERTIFIED BUILDING CONTRACTOR: GM . ABV A/C ABOVE AIR CONDITIONING LAV LUM. LAVATORY LUMINOUS \�ry) • AIL IACAL AND SLATE CODES ADJ. ALr. ADJUSTABLE ALTERNATE MC. MFR. MEDICINE CABINET MANUFACTURER DR HORTON HOMES �OCCUPANCY - RESM ,L44 GROUP R3 AMP BD. AMPERAGE BOARD MIN. M.T. MINIMUM METALTHRRSHOLD 12602 TELECOM DRIVE -CONSTRUCTION TYPE - VB Mpg. CENTER MIT. METOIAJNfLID 'iM• WMEOR FIMSH - CIASS B CLG. CLEAR N.T.S. SCALE ON TAMPA FL 33637 -BASIC WIND SPEED - Vuit=150 MPH CLA CONC. CLEAR CONCRETE O.C. PL CENTER ON CENTER PROPERTY LINE TEL: (813) 740-9720 Valid=116 MPH CPT. CARPET P.B. PH PUSHBUTTON PHONE FAX: (813) 740-9715 '�O _ B C.T. D. D CERAMIC TILE DRYER DOUBLE PLY. P PLATE PLYWOOD •1-STORY RESIDENCE DO, .O. DUAL GLAZED PR. PAIR •2-STORY RESIDENCE - MAX. HEIGBT AS PER LDCAL DIA. DIAMETER P.r. PRESSURE TREATED AND STATE CODES DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS DP. DEEP RAG, RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR *STATE OF FLORIDA D.S. DOWNSPOUT RM. ROOM PROFESSIONAL ARCHITECT: SQ.FT. CALC.�S DTI. D.W. DETAIL DISHWASHER R.O. S.C. OUGHORE IK XT SOLID ORE EDR EA. EACH S.D. SMOKE DETECTOR ROLAND A. ABOUCHACRA ELEV. EQ. ELEVATION EQUAL S.H. SLIT. SINGLEHUNG SHEET AR No. 93723 EO. OCT. EXHAUSTSHDIO EXTERIOR sFvR. SHEATHING SHOWER F.G./FX. FIXED GLASS SIM. SIMILAR LIVING 2,531 SOL FT. F.G. FUEL GAS SL. SLIDING A.B. DESIGN GROUP, LLC. GARAGE 69 1&FT: M" FLU. FIN SH SL.OL. STD SLIDING GLASS STANDARD ISSN NORTH RONALD REAGAN BLVD. GOYERED LANAI 200 S a, FT, FLUOR FLOOR FLUORESCENT SWS SHEAR WALL LONGWOOD, FLORIDA 32750 F GDR H DOOR FOiING TEMP TEGt�EDGLASS Tel: (407) 774-6078 TOTAL 3,405 BCa. FT. GA GAR- DISP. GAARBAGE UGE DISPOSAL. TIER. T.O.C. T PCP CURB Fax: (407) 774-4078 G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER T.O.P. T.O.S. TOP OFPLATE TOP P SLAB GL, GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HOP HOEnnLLOR ` ORE V.P.VAPOR R�tOOF DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER ENSUE, OR C A"©ISUOL"TATION WD. WITH D THE BUILDER ASSUMES ALL LIABILITY FOR INT. INTERIOR WDw. WINDO WATER HEATER INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIUNG OR EXPLANATION IN ORDER TO BUID THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMPP A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI'6 HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE REVISIONS DESCRIPTION ADDED 160—C EDODIEDmNG ADDED STORE CAP NOTE TO FRONT ELEVATION ADDED OPRONAL PENDENT LORTING AT El'TC®N UPDATED = LIOHTB PER D.R.RORTON UPDATED LED DETAIL BUBBIRS PER DALHORTON ADDED BDO SON CONNECTOR$ LLO. URP ALI, W0RKiHA0L, COMPLY WITH P COC) ,` FL0R10A 8 u;i-01NG Cr, DE= NA110NA' i,.EC'RIC �OCF, AND Tyr L/,+� 4-' Pk-�,V 6�AILLS RE\IIE\,N DATE CITY OF ZEPHYR caL� EX0NAIPdFR. A E c N I T 1 c T• 45 �F AI GrDUSI In 1441 N. RONALD REAGAN BU LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-77"078 www.abdesigngroup.com AA N: 0003325 INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI-FLAOR PLAN PG A2D-ELEVATION "D" FRONT k REAR PG A3D-ELEVATION 'D' LEFT k RIGHT PG EI-ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Di-DETAIIS PG D2-DETAIS PG D3-PRODUCT APPROVAL LISTING PO VAL-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WA11 ASSEMBLY DETAILS PG WA4-WAL1 ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS ')TRUCTURAL SHEET PG SI-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN PG S2.IA-DETAILS PG S2.1B-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.113-DETAILS PG S3.1C-ENTRY DETAILS PG SN1-DETAILS DESCRIPTION Btn3DM ac MAT SILVERADO LOT #14 BLK #13 PROJECT# 03719, 000-14131 MODEL• "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: COVER SHEET 150 MPH E . B NOV 1 DA 11/02/20 9CALM:1/4"=f-0" SKEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6NI 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. 81TE WORK i. 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 HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 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 518 -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 CINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 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 ASSOCATION 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/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. pumom 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 T 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 COVERNNGS 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 FNRBFIEE 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-Cl063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 1 A & 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 RE811FTAKTCONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTER M CERJNGE 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 MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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. E KTEMOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A R C N I T I C T 8 6 Grou�� 141 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdeslgngroup.00m AA #: 0003326 BVSDM Se I SILVERADO LOT #14 BLK #13 PROJECT# 03719.000-14131 MODElu "2558-HAWTHORNE" GARAGE BVnNG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B oUt/t///!//Ball//t/////t//lia Dill//tY/tt///tllolt/II/t////ttilaht//////liv'��ai///la all///Ilt/tlla o11/////■///Y//ial/■//IH/t////Moll//////■///ttilDll////t//Glailt/ttIIP -- � � �-2' STEEL PIPE DOLLARD B:11'11 �I• t�J __ BEDROOM 2 TO ir-ol �o BARREL CLG. 131 u oll/////Iia11/!N//t///1'al1//tt/ttttt/Ilallt//t//11/Ilo TO W-101, • 1, OREATR11 1 U' UI •1 U' • ® � �� O a 1 a[////t//lal!///ttlial//tl/t/rout///tl!a % : YA o U \Vd�h -T T '///I li/liall//t//Ila FLAT HOR oAPF. Ell BEDROOM ON Cat l/Utt/tU�111o1///t//Cap FLOOR PLAN SCALE, 1/4' • I'-C' II FLOOR PLAN NOTES II -ALL OPENS!" ME ROOM FACE OF T %' BLOCK WALL fOR F OF FLOOR GLAD) TO FAM OF LLYLLL STUD UND. - ALL KMOOR WALLS ARE 3 R' UKO. • DRYER VENTED THROUGH ROOF ( VTR), NOT SCREENED. - AIR COMPRESSOR SET ON 44'X4W POUMP CCNC PAD. PAD ISINSM 6• FROM EDGE OF 6TM CTURE. - SEE 61-EE7 ON FOR GE DIAL AND 6TANDARD BUILDING NOTES. . ALL MADITAISLE ROOMS TO NAVE ARC FAULT C 11CUIT MTEICCIPTRR - ALL PILL HRIGHT BLOCK WALLS ORTMI N FILLED CELLS WTHOUT OPMW.6 ARE "AR WALLS RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X3S-I/4' LOW WALL 2'X6' STUDS • 16, Oa. W/ 1/2' DRYUTALL SQ.FT. CAM'S LIVING 2,1531 FT. ENTRY gSgap, 651 Sa FT. COVERED LANAI 200 SQ FT. TOTAL 3A06 SQ FT. EXTERIOR MASONRY WALL BRG HEKeHTB 9'® TILE NICHE TILE NICHE SHALL DE PREFABRICATED 12'xl2' SOLLARE LATICRETE BY HYDRO BAN. R.O. SHALL BE 14,8' x 14b'. BOTTOM SHALL BE INSTALLED AT 54' AFF. U.N.O. OWUMADaAM002110LOIOB 0MMDEWOEIEFOB6R® MOM lo0 � = ail"ImaDMID IdMq MIN. WINDOW 9 4 243/-263 CRITERIA EXTERIOR SWING 24 s 22.5/-2%b DR MIN CRITERIA S". MIN 16 5 20.1/46A CRITERIA 9" O.H.D. 6i S 21b/-21.1 *010 OHD. 112 5 20b/-24A BASIC VD1D SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=D, EXP.-B, MEAN ROOF HT. 16'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND IAAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP °9 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN MBAR REINFIN ORCG Q 4 BRACKETS AS CABINETPk � ?NECESSARY. m� Z TYP. CABINET SECTION A SCALE:NTS A R C N I T/ C T 8 Grougin 41 N. RONALD REAGAN BL1 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www,abdealgngroup.com AA #: 0003328 9VHDIV. at LOT SILVERADO LOT #14 BLK #13 PROJECT/ 03719.000-14131 MODZIU "2558-HAWTHORNS" OARAGE 8VnNG: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B urr DATTZ: 11/02/20 SICALE: 1/4"=1'-0" 81HEET Al 20'-2' BLDG. FKaT. 12'XIS' DECO LOUVER CRICKET W-2' BRG. NT.11_________ - ENTR s V-4' BRG. HGT 11011 1�� IN o NMI �� L�I II•'.'�,�� V DECO (Typ) FOAM CAF` NJN loonsSHUTTERS _ 7 ' SHINGLE ROOF `1 5 FRONT ELEVATION SCALE. 1/4' • I'-0' TEXTURED FINISH STONE VENEER TO 15E INSTALLED PER MANUFACTURERS SPECIFICATIONS y11 OFF -RIDGE OFF -RIDGE VENT VENT r REAR ELEVATION SCALE. 1/4' • 1'-0' TEXTURED FINISH _---RAISED STUCCO BAND (TYP) FOAM CAP 'FIN. = ,o9 4� AREA O FATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674 /300 - 12.25 VENTILATION AREA X SO, INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 881.76 /115 TOTAL# OF VENTS REQUIRED = 7.66748 TOTAL#OFVENTSPROVIDED = 8 SQ. IN PER SOFFIT VENTILATION AREA = iL736 LINEALFTOT = 881.76 /11.736 TOTAL LINEALFTOF SOFFITVENTING REQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG IXTERIOROF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED ------------5--2-------'�\l I I S' RAISED SIDE j BAND LITE (TYP) i FH 1 I I I I I I I � I I I I I I I I I I I I I I I I I I \--------- / AENTRY DETAIL SCALE. 1/2' • F-0' BAND DTL. B SCALE. 1/2' • P-0' DTL. K)M—N • P.C. — BAND DTL. DTL. (�)LBAAND E. 1/2' • P-W A N 6 N I T! C T 8 6 Group. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX-407-7744078 www.abdeslgngroup.com AA d: 0003325 h g` fi stmDIV. ae LOT: SILVERADO LOT #14 BLK #13 PROJL'CT# 03719.000-14131 MODEra "2558-HAWTHORNE" GAP-40Z EWING: RIGHT PAGE: FRONT & REAR ELEVATION .. Y' 150 MPH B DRAET 11/02/20 BCALE: 1/4"=1'-0" 8*EE= A2D V-4' BF'0's. HG I' OFF -RIDGE VENT e� LEFT ELEVATION SCALE: 1/4' I'-0' TEXTURED FINISH STONE VENEER TO 15E INSTALLED PER MANUFACTURERS SPECIFICATIONS � OFF -RIDGE VENT OFF -RIDGE VENT EZZZJ 5 UFF-RIDGE VENT _ _ _ _ _ 14'-2' BRG. HT. - ENTRY 14'-2' Is PIP OFF -RIDGE VENT 1�5 OFF -RIDGE VENT 9'-4' ERG. HGT. �, FOAM CAF 's li 0'-0' FIN. FLR STONE VENEER RIGHT ELEVATION SCALE. 1/4' 1'-0' TEXTURED FINISH STONE VENEER TO DE INSTALLED PER MANUFACTURERS SPECIFICATIONS 4' FOAM CAP STONE VENEER A N C N I T L C T• _ E siLrn PH: 407-774-8078 FAX: 407-774407. WWWAI deslgngrouP.com AA #�: 0003325 g 0 a aVHDIV. 1e LOT: SILVERADO LOT #14 BLK #13 PROJECT* 03719.000-14131 MODEIt "2558-HAWTHORNS" GARAGE aWING: RIGHT PAGE: LEFT & RIGHT ELEVATION "D., 150 MPH EXP. B DRINT AATIM 11/02/20 aCALE: 1/4"=1'-0" aHEET A3D ELECTRICAL LEGEND SYM. DESCRIPTION � STANDARD SWITCH -WAY SWITCH 4 -WAY SWITCH DIMMER SWITCH HE PUS14 BUTTON ISCOrAIECT T HERMOSTAT INGI-E RECEPTACLE (128v/20-AMP ANGLE POLE) 10v DUPLEX RECEPTACLE 10v DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOF/GFI CEPTACLE (GROUND FAULT NTERUPTER) 10v QUADPLEX RECEPTACLE ® mV DUPLEX RECEPTACLE (FLOOR OUNTED) 20v RECEPTACLE (4 WIRE rlONNECTOR) 1-o IWALL MOUNTED LIGHT EILING MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT L000 LIGHT L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER 80. FT.) 6 BULB LIGHT FIXTURE AID 9 BULB LIGHT FIXTURE °83A98 BULB LIGHT FIXTURE TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) LUORESCENT LIGHT (SURFACE T) LAIFLUORESCENT LIGHT (RECESSED) SS LIGHT #X4 SS LIGHT (VAPOR PROOF) G MOUNTED LKLHT WITH J-BOX PT. FAN TRICAL PANEL (FIELD VERIFY TION) X (WALL MOUNTED) -BOX (CEILING MOUNTED) (LING MOUNTED FAN FAN (1 GFM PER SQ. FTJE JACK DETECTOR (CEILING MOUNTED) jlD X11 )IM,MOUNTED OUTLET FOR GARAGE OPENER V JACK PORT NOTES, TION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MI501A OF FBCR 6TH EDITION (201u • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERIJPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4 15X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB.C_ ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 r - - W.I.C. ; _ , _� BATH 2 I I PRE -WIRED .T / I CLG.FAN I GFI /�- — — F h BATH i vP BEDROOM L-----------------i 1 t I wLc wic. I I I I COVE ED I t II , II , II t n II I v\ I I t II PRE -WIRED GLG.FAN GREAT ROOM I �. I I /' � 1 � PRE -WIRED TT \ CLG. FAN \ I \ I I � WP I GFI L ' / CL / I,�QF CAFE-- Krr 30 PA 'b AY - I n L I I I � I I 1 dl I I l � J LED LIGHTING ® DOUBLE LAV. BATH I I ;p I I I o LED LIGHTING LED LIGHTING @ SINGLE LAV. @ SINGLE LAV. BATH 2 BATH 3 P PRE —WIRED L&FL CLG.FAN BEDROOM 2 �D ,•I I $q'OR I 4/CO �/ LAUNDRY 5 I ALV BEDROOM 4 / j� PRE -WILD I CL (RAN METER FIELD VERIFY PANEL Qp WH OUTLET FOR IRRIGATION p� ,,TIMER ty 1• GFI C G OUTLET 44'AFF. 5 I I I 3-CAR I I GARAGE ' IL_ — L CFI• LIGHT < 44'AFF. SWITCH IN ATTIC T GFI CLG. OUTLET GFI• 44'AFF. i P.B. FOR CHIMES J / FOYER I ` II I WP iMES GPI LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE MD2 HOUSE PLAN: 1HMS MODEL MS SQ,FT.GENERALUGHTNG%3VA.PERSQ.FT, 6 2 20AMPAPPUAt CECIRCUITAT3500VAEA, 31 1 LAUNDRYCIRCUITAT 1 1 RANGEATNAME PLATE RAnNGORCODKTOP(OVEN 12, 1 WATERHEATER 4 1 DISHWASHER 1.2 1 CLOTHES DRYER 5, 1 DISPOSAL 1 MCROWAVE ], I REF. 2, SUBIOTALOFGENEMLLOAD 36 FIRSTIOKVA OF GENERAL LOAD AT ]00% 1Q REMAINDER OF GENERAL LOAD AT/MS 26SIS VAA 0./ IDS roTALNETGNERALLOAD 24 / TON NEAT PUIMPL128 ANF K 240 VA 67 10KW ELECTRIC HEATAT6S% 6 NET GENERAL LOAD 1Q NETTOTALHUT YOTALIOAD 39, FUTUREGROWTH 10% 3M./ CALCULATED LOAD FOR SE ICE 37,217 VN 240 V. 155 AMP 200 AMP SERVICE REQUIRED - WU ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 21012 REQUIREMENTS. NEUTMLCALCULATION: UGMTING, APPLIANCE, LAUNDRY LOADS: 1/,283 VA 3000 VA Vi ,REMINDER M 33% NETLOAD 6,949 VA RANGE: 12,000070% 8, VA DRYER: S,000M70% 3,500VA TOTAL IBM VA NEUTRAL AMPACITY: 18,/W40.78A L2ALNRNIMUMNEUiML CONDUCMR. �/CO OSD I � PRE -WIRED CLG.FAN BEDROOM 3 ELECTRICAL PLAN SCALE: 1/4' . 1'-0' 200 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTE/, A ELECTRICAL, HATER IAL8 AND INSTALLATIONS, SMALL COMPLY WTN ELECTR ICAL PROYNNONS, OP W THE POOR sEDITION (20TI1, LOCAL COD ES, AND LLE ALL LOCAL POR CIDIVANY REGiJ PSEPIN a. Q ALL CONDUCTORS, SHALL OE TYPE TMNmRw UNLESS, NOTED OTHERWSE. FOAM COMPANY TRANSPOPPIER PROVIDE 200 AMP. 001240 VOLT. 1 PHASE -- SECONDARY ELECTRICAL GERNCE. PROVIDE 3 7)O COPPER (CW N 2" CIA SCHEDULE s0 PVC COFDUIT OR PROVIDE 3"ALUMPAI9 (AL) N 2" DIA SCLEDULE so PVC CONDUIT UNLESS SERVICE Is FRONDED DY lImE ELECTRIC COMPANY. COORDINATE ULTN TI/E ELECTRIC COMPANY PRIOR TO 010. PRE -WIRED >FOR COACH \ LIGHT II i PRE -WIRED P C CH L I 11 II I II I' II II II II I II liI I I' II I i PRE-WIREDO FR COACH I LIGHT PROVIDE 3 2/0 CU. I M CU dND T" CONOUII PROVIDE 3 4/0 AL, 1 A4 AL GND N 2" COK (CONDUIT TO TERMINATE AOOVE S,ORIT • ( O OMP"MI! 124 AMID SERVICE DO/240Va M DISC AND I PHASE oE oLIATCM AND MLo ELECTRIC PANEL METER N NEMMA A ENRRANCE SERVICE EOWRENTRANCE 'EN7 ""41 mom INTERSYSTEM OO.DING TEWNAL AT LOW VOLTAGE CONNECTIONS, 1 µ Cu SERVICE GROUND CONIECTED TO CONCRETE ENCASED FOOTCR oTER. PER ELECTRICAL PROVI&ONS OF POOR ow EDITION (20N SM" DIA X s PT L." COPPER CLAD GROUND ROD C T 8 Groups —1 ONOWOOD, FL32780 'V V PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 J I� a fS vsDIV Ae LOT:ILVERADO LOT #14 BLK #13 PROJECT# 03719.000-14131 uoDELL: "2558-HAWTHORNE" GARAGE 8TrMG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B Dnnrr -I ATW, 11/02/20 9CALE: 1/4"=1'-0" mptc T E1 2'-0' 3'-1' 4'-5'-91/2' 14'.81/2' NB Ell ri > n ----------------- I SHWR I N 0 a I I LL > D I I LT I I I I 1 I i --- I I L---------------- I I I 1 — 1 __-- I _ �— I I I I I I I I I I 17 II 1 II I I Illnt- I I 1 I III I °L_I 1 1 ii i I II m I I I I 1 I I I 1 I I I I I I i 1 I i I il'_5•-8' 11'-0'-'I' 1 1 i i I I I I I 1 1 I I I 12'-II' -- 15'-3' 2' VTR KITCHEN SINK W/ AUTO VENT x`,• • in 'n 2. h >0 F 2' VTR 1 1/!' VTR3 ill[ rJ T �(..AV. 2'r I I I I I i TU 3' 3' ILA 1 *� 1 'r I 3' LAV.) I — — — — — — — 0 — — — — — — / 3' 3 SHWR 3' �A I I SHWR 0 SF�IA� WASHER 3' U.C. 2 TUB HB — TO per. = MAIN mum L.T. PLUMBING PLAN SCALE: 1/4' " P-V PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. "A R C N I T L C T i Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 i SUBDIV. At LOT SILVERAD0 LOT #14 BLK #13 PROJECT* 03719.000-14131 MODEL.: "2558-HANTHORNE" GARAGE award: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B ►o DATE: R ET A11/02/20 SCALE: 1/4"=1'-0" SHEET P1 00 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB i MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (21VIT) MECHANICAL BLDG. 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF 8MOOT14 GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 6TH EDITION (2011) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MALICE -UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 1. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH 15AA-ANCNO DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-KINSIDE SERIES NICKEL�DRAW TOP CAULK P.V,C OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYPN) FN. GRADE OR PAVING SEE SPEC. I'-S'XS' CCNC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP ) SECURE STRAP TO CONC. CONDENSER W/ (P-3/16'XV TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4= 4' CONCRETE SLAB SECURE STRAP TO UNIT (2) #8XI ISHT. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN COND. DRAIN 3/4' DIA OVER MEAD 0 12' FROM STRUCTURE ATTIC NOM ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL _ — — � PLENUM y AIR RETURN I Q SUCTION AND LIQUID -REFRIGERANT -- x v AIR SUPPLY y "I LINES 6X10 y 9, AIR HANDLER EXTERIOR WALL 2X c) X y 3/4' PVC CONDENSATE DRAIN LINE I BEDROOM 4 I x m I — BEDROOM 3 EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB d t REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT PA1� TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER — — — — — POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3013.4 HVAC DRAINS MECHANICAL PLAN SCALE: 1/4' " P-0' A R C N I T R C T R 6 Grouper. 1441 N. NUNAW NI AUAN nLw. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 24 Am I� a BtmDIV. ae LOT SILVERADO LOT #14 BLK #13 P1tOdECTp 03719.000-14131 MODEtc "2558-HANTHORNE" GARAGE 811117NO: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B NOV r2/20=l'—O" 2X4 TOP PLATE PR£-FAB TRUSS V2' CLCk DOARD 1/2' DRYWALL —'—��. 7''f' SECURE BT. 2X4 WOOD PLATE TO SLAG STUDS 024' W/ IOd MAGO RY OG. NAIL • 32' O.C. MAX I Ir SLAM NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FN FLR T (a:)TYP. INT. WALL (NON-BRG.) Di SCALE, 3/4'•I'-V' FIBERGLASS 6H114GLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON J' OAUS. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -EKG TRUSS MTL. DRIP EDGE -- 2x FASCIA PER 1 y TYP. ELEVATIONS O.H. VENTED SOFFIT I I ( I 1/2' THICK, 2 COAT PORTLAND--// CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRIL 9/S' GYPSUM B! OR 1/2' HIGH 8TRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT w/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM pi SCALE: 3/4'.I'-& ENERGY CODE FORME R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MAt PACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OC. 8' CMU 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS SHNGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.Ij ON OAS. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -EKG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-v FIN. FLR d a d. tl. ae .a 4 (-.,W WINDOW OPENING _TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE, 3/4'"P-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE It ASTM D 4069 TYPE IV, OR ASTM D 615l » sol L "OR ors LOG 2 GAS LINE THRU BLOCK suu •r r FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908UU ON J' OAU3. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -EKG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-1/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLRrI ,[4. Lul4 . _ _ _ 0'-0'FIR FLR S' CMU c L .a 4. ti W/ WINDOW OPENING n TYP. WALL SECTION �P—1 N�O OPENING lea ap�� Eby cm4 coon eV %4Io A s GARAGE DOOR JAMBS Di SCALE: 11/2'•1'-0' _2X4 SPF 24' OC. MAX.—, SECURE W/ (2) 12d NAILS • EA END 2x BLOCKMG BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGI-r PER STRUCTURAL DETAILS PRE -EKG WD. TRUSS CONT. 2x RAT RUN SECURED PERZ� STRUCTURAL DETAILS SEE ENERGY CODE FORKS FOR NBULATION R-VALUES J.PER ELEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD FIBERGLASS SHINGLES OVER s30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908U.1 ON j' OAUS. SHEATHING OR I' CDX PLYWOOD SECURED PER O. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \PRE-ENCs. GABL E TRUSS `— EP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE K_5"�1-STORY GABLE BLOCK WALL 1 SCALE, 3/4'-P-40' EkTJ A III C N 1 T I C T t Pn 1441 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com 16. AA 8: 0003325 s a 0 a 0 a aVHDiv. ak LOT SILVEIMO LOT ## 14 BLK ##13 PROJECT,P 03719.000-14131 MODEL' "2558—HAWTHORNE" GARAGE DWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DATr. 111/02/20 SCALE: 1/4"=1'-0" skEr.ET D1 IGh 2Xe P.T. • CENRR OP DOOR HEADER MCURED W) (1) V2' X a' J-DOLT W/ 4' MK B'IDEDFENT UV 2' X 2' X Ve' WAGWM 4 NUT OR UV (2) V2' X r ANCHOR DO -TO WV 4' MK WISEMPIT W/ 2' X 2' X tie, UTASMR 4 NUT' TWO QII 2.4 O ® FLAT TO DLK W/ MASOMW NAILD. ®I DOLTe, W/ 4' MN. !I'DIEDMHNT. X 2' X Ve' U14awm 4 NUT. (U MTHN a' OF TOP. (U WITNM N O' THE DTM. (3) EV NLY ePACED. mI I ®� 1mf Norae, ALL ANCHOW 8WALL DE IN ACCORDANCE TO MM41FACTUIl:RY NSTALLATION NSTRUCTIONS WERE SUCH NSTRUCTIONS ARE MORE GTRP40MT GARAGE DOOR 1 BUCK ATTACHMENT •- 8' GMU Y )' DRYW LL i'X4' OR 1%- P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK ❑ W/ %(a' TAPCONO (MIN. SHANK SIZE ." MIN HEAD SIZE 300 MIN. EMBEDMENT 1-Y♦' WITHIN 8. OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 41) DOOR JAMB TO BLACK +3/4 OR +5/4 A wmD0 BLOCK +3/ 3 4 OR +5 4 : T . 2X4:m SECURE TO BLOCK W/ TAPCONB OR (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 0' O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/J-% - TAPCONS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 g. 18' OG. MAX SPACING. � �. 2X8, mo I'X SECURE TO BLOCK W/2-%(�' TAPCONB IMM. SHANK SIZE .14b MM. HEAD SIZE 300 DOOR MIN. EMBEDMENT I Y41 WITHIN B' OF EACH END 4 CMU DRYWALL 4' OR VX2' P.T. NAILER OOR G ;-2X OR WINDOW ttACPER MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" n 1RND011' TO BLACK D +1-1 " E, N.T . 2X4m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE 149 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE; STRUCTURAL 2X 18' OC. MAX SPAGMCa MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEECUURE(STO BLOCK W/2-V NM -STRUCTURAL V.- TAPCOL (MIN. SHANK SIZE J45 TAPCON MIN MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') • CMU WITHIN 8. OF EACH END 4 , DRYWALL 18' O.G. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X8cm SEA�STO BLOCK W/2-%b' 76' CAB. X 4' MIN (MIN. SHANK SIZE .145 DOOR GAGING MIN. HEAD SIZE 300 p00R JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-38 38" WMDOA TO BLOCK +1-16/ 8" N.T.S. 2X4,m SECURE TO BLOCK W/ %(r' TAPCONS (MIN. SHANK SIZE." MIN. HEAD SIZE 300 MIN. EMBEDMENT 0,19 WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-% , NON-STRUCTURAL %tr' TAPCONS TAPCON MIN. I-Y♦' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 g, CMU WITHIN 8' OF EACH END 4 )6' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER SEC2xsURE SECURE TO BLOCK Ul/J-%fr' CASING TAPCONS (MIN. SHANK SIZE .145 7A�TTACW MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1 Y4 J TO 2X PER WITHIN 8' OF EACH END 4 ANUFACTURES DETAILS. 10' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4') DOOWtiDOw V TO HIHOLCKK+221 " ALE, N.T . 2X4m SECURE TO BLOCK W/' TAP'CCNS (MIN. SHANK SIZE J49 MIN. HEAD SIZE -ACV MIR EMBEDMENT I Y♦') WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X bm SECURED THROUGH SECURE TO BLOCK WR-Il(►'NON-STRUCTURAL %' BANK TAPCON MIN. I-& (MIN. MIK SH SIZE .149 SH EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4') ! DRYWALL WITHIN 8. OF EACH END 4 18' O,C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2XDm SECURE TO BLOCK W/2-%(rTAPCONSDOOR J CASING(MIN. SHANK SIZE JobMIN. HEAD SIZE 300MIN. EMBEDMENT 149DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4ATTACH TO 2X PER 18' O):. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3' �N TO BLOCK +3" LE N. 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' Or- MAX SPACING. MUST 15E ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Y.' NON-STRUCTURAL %4' TAPGONS(MIN. SHANK SIZE TAPCON MIN. I Y♦' .145 EMBEDMENT INTO BLOCK MK HEAD SIZE 3C0 MM. EMBEDMENT I Y4) 8' CMU WITHIN 8. OF EACH END 4 K• DRYWALL IS' O.C. MAX SPACING. 2X8•.® I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-W&' ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' Or- MAX MIN. EMBEDMENT 1 Y♦') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACNG ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3" F EMM TO BLOCK +3" 2X4w SECURE TO BLOCK W/Y♦' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST SE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I Y1 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 14b MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y49 DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X&s SECURE TO BLOCK W/1-1/4' Y&' 0.8.15 X 4' MIN. TAPCONS (MIN. SHANK SIZE .149 DOOR C.ASING MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. r1014.Y mNaEm wftu Y mow DOOR JAMB TO BLACK +-- @N1SA+37/71/81"8 ' rl 2X4m SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANC SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' Or- MAX SPACING. MUST DE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. I Y4 (MIN. SWANK SIZE J4b EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3C0 MIN. EMBEDMENT 1 Y4') B' CMU WITHIN 8' OF EACH END 4 K' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8® SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS Irrl,CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IS'Or- MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H CK +3 3 N.T . A N C N IT N C T S GrpoeusI 1n 1441 N. RONALD RFAGAN JBLVD.LONGWOOD, FL3275PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.co AA #: 0003326 74INIIII EUBDM ee Loll SILVERA 3 LOT ##14 BLK ##13 PROJECT/1 03719.000-14131 moDELI• "2558-HAWTTHORNE" GALIiAGE 8WING: RIGHT PAGE: DETAILS 150 MPH EXP. B 77 PtINT f811m A=.. 11/02/20 CALE: 1/4"=1'-0" HEET D2 EUBDM ee Loll SILVERA 3 LOT ##14 BLK ##13 PROJECT/1 03719.000-14131 moDELI• "2558-HAWTTHORNE" GALIiAGE 8WING: RIGHT PAGE: DETAILS 150 MPH EXP. B 77 PtINT f811m A=.. 11/02/20 CALE: 1/4"=1'-0" HEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10"IA SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 103W.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1053120 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 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 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/Z/2030 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.10 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-R5 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-PA MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 22/31/2020 FL#153S3-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL35076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5694.2 - 97 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 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 1Z/31/2020 FL 76302-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIOELTTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL5891A-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 1075&1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL35216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 37922 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 1Z/31/2020 FL 10477.14R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 1Z/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 1326S.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 22/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 A A C N I T L 6 T 8 Growi n Wi N. RONALD R iEAGAN BV LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdaWgngroup.com AA #: 0003325 BtmDIV. de LOT SILVERADO LOT #14 BLK #13 P1iOJECTp 03719.000-14131 MODEU "2558-HAIITHORNE" GAIRAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B MMON DAB: 11/02/20 BCAXJ 1/4"=1'-O" BHEET D3 PIREPORMED CONTFM JOINT FLANGE OP CONTROL JOMT6 TO BE UB = TIED TO LATH - S' . OG MAX (VERT.). NOffiL DO NOT PASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W/ SECT O CON ME LJOINT DIJRM INSTALLATION ------ PASTENERp TO BE SPACED-7 -TOG. MAX VERTICALLY / i PLI' THICPCASTER CEMENT S COAT CENT � \ r \ 00 LAYER Q, PORTPINN BUILDING PAPER APPROVED METAL LATH FASTENED -1• (vERTJ OG. MAX AT SUPPORTS Wlm LAYER PI, STUCCO WRAP WOOD GMATHMG �EI1� LATH SHALL D[ CONTINUOUS JOINTS B JOINTS BUT OQ STOPPED M TIED AT EACH SIDE. FISONDE 2X4 BLOCKING PER ASTM CI063 1U0.L{ PLACED RAT MAX. 6' TO S' \ PROM CONTROL JOINT tI1NF.N CONTROL JOINT PALLS ON STRICIURAL SND A67IN 6 FOR LATH TO BE NAILS OIL! STAPLES IN COMPLIANCE 1111111 ASTM C1063 2. WRE TIES TO BE (NO. b) 6041S' WIRE I BLOCKING SHOWN MAY BE IN ADDITIT \ TO WALL STUDS REQUIRED PER PLAN OL FOLD aLIMPID • P. A O L IMOLO MIMO . tR. A ®P� 2. CRAaI - PT. a MD • OLFOLD T-fAM O IfVLD NWO -R.A R.A 2. CIUAW • M. 6 t. CIIIYI . R. O * CRAM - PT. C A CRAM - In. C * ICED R. C &AN 1R. ! TLL PT. c Ta1W4 SOrTG, PANee . TT SpTTay P'W0W lAatla,IauT MAL pmv, f2Q Em cm P.AINM Nm' APPROVED BUILDING WRAP SMALL BE LAPPED A MINITVI OF 6' - VERTICAL LAP! (ROLL RPM; 4 6' - HORIZONTAL LAPS, ALL SEAMS NEED TO BE WIN ROWENA SHEATHIN T,, b( LATH VERTICAL LAP TO BE P IT METAL LATH UIRB LAYER'* STUCCO1110111115 URAP- 4"4�� 14 BUILDLMG PAPER PORTPIBER� JI 2 SCALE, II V2'-I'-9v SIDE LAPS OF FETAL PLASTER BASES SMALL BE SEWED TO THEY SMALL BE TIED BETUAM SUPPORTS WTH 00416-N (IZI-MM) WIPE AT INTERVALS NOT MORE THAN V (2211-FM). AS PER ASTM C065 111 KIC KO UT ,� PAIR OP TEARS DETAIL M WRB LAYERS, TEARS MAY B! PATCHED 0401,1SE OIPAP TAPE PER MAMP. SPEC OR PEEL 4 STICK 4aA-- MjWWU"MR TWIT MIL (Mo as �Qa�Qtl�AT IORCN Q 70I A U" In owwr 016 SWATHING PAPER STUCCO ��D COAT CEMENT METAL LATH WPM LATER 9, PORTPIBER BUPLDMG PAPER WOOD SMEATHMG WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) j- THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS F z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CUT AND OVERLAP ONE SIDE OP / SEEP-ADWERMG MIF DRAM / PLASMINIS CUT AND OVERLAP ONE SIDE OF ay—�� STEP nip rE�PeAre STEP02 ASMING UIR LATER -4 STUCCO u~ am LATE! 4. FORTPEER &JILDMG PAPER FETAL. LATH 6'16' SELF-ADFEFMG MEMBRANE PLASHING OVER 4k4' SELF -ADHERING FRPIDRAPE INSTALL FASTENERS (CLIPS, PLAS14MG OVER APPROVED STRAPS, STAPLES) AS HOLM WRAP• RE(SIIRED TO "(A• mm FLAekIMG TO !]tTB,® ONTO MP! PPWUAM TO PRAMMG CONT. BEAD OF SEALANT AIR RIC COATING OVER STUCCO/ (SEE TYP WALL SECTION) SECTION PER SECTION g7o�T F.taallgT IaUlI--Ig aIYIIII! Ea! wa of pomena awn-nt plaww shell co r ply with the applkatkn requi—te of ASTM C 926.12A. Installation of elftelkT lathing and fRmwg shall Y with ASTM C 10113-12A. PIPE PENETRATION DETAIL C N.T.S. -- - x O-!J DRAINAGE PLANE (WR5 LATER 1*1, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER -.-.- - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO - SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A It C N I T L C T i 6 GmDesign u PR4l 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 J 14 g I; O O a a a ac7sDiv ae LIoT: SILVERADO LOT #14 BLK #13 PROJECT• 03719.000-14131 MoDELA "2558-HAWTHORNE" GARAGE 8VnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS V. 150 MPH EXP. B D TE 11/02/20 8CAL.E: 1/4"=1'-0" ®HEFT WA1 BACKER ROD BACKER ROD INSTALL W SELF -ADHERING MEMBRANE PLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEryENCs OF FLASHING TO BE, I. BOTTOM. 2. BIDES. 9. TOP VENT CAP 16 TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDEgS,Y1 CAULKING • JOINT ALL AROUND PER SECTION R703.7 Ex6xbr ISthinci WW DlasterliV Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER M. STUCCO WRAP :x" WOODED VENT j' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME-) WOOD SHEATHING WRB LAYER h, STUCCO WRAP UM LAYER 4, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION 3 - Muff �� x. W MDE STRIP SELF ADHESIVE FLASHa1G, CLEAN MASONRY BEFORE APPLYNG Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (UJR5 LAYER "I, STUCCO WRAF) WR5 LAYER "2 (FORTIFI5ER — — — • — — BUILDING PAPER) METAL LATH x—X—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-0S, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP < SIDES (@DRYER VENT (BLOCK) BUILDING PAPER OVER 'LACK FLASH* PIPE THROUGH WALL 1 V SELF ADHESIVE — FLA6HING (INSTALL PER MANUP, SPECSJ BUILDING PAPER — UNDER 'QUICK FLASH' - VENT PENETRATION SCALE- N.TA STUCCO SCRATCH COAT s 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRS LAYER ry, STUCCO WRAP WRB LAYER 02, F-ORTIFISER BUILDING PAPER THICK, 3 COAT CEMENT Ye, TO Ye, MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) CAT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO WRAP WOOD SHEATH41P APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION GUT SUCH THE NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAi AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM "" a�"�• 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROViI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING WRB LAYER N, STUCCO WRAP LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRNCT[ON 1/6, TEXTURED PH164 • WOOD FASTEN TO WOOD 6TRUCTURAL i MEMBER • T' Or- MAX CMU Lyow4' Dire 6' MOE STRIP SELF ADHESIVE PLA614M, CLEAN MASONRY BEFORE APPLYING rY, TEXTURED FIN1614 . MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER h, 1 STUCCO WRAP CUT 'X' INTO 1f SELF -ADHERING MEMBRANE FLASHING ,l APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WIM LAYER M STEP #2 APPLY 60 MIN GRADE 'D' FELT OVER FLASHING OVER APROVED - HOUSEWRAP WRB LAYER RI, STUCCO WRAP MEMBRANE FLASHING �- WIRS LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP #5 51EF #(o OELECTRICAL RECEPTACLE A I C N I T111 C T 8 G90n 1441 N. NUNALU KLAUAN OLVU. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AAA: 0003325 S UIBEIM & LOT SILVERADO LOT #14 BLK #13 ltoj=T# 03719.000-14131 ]I[ODEL• "2558-HAWTHORNE" GARAGE 8TFM 3: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B n DATE: 11/oz/z0 BCA=.- 1/4"=1'-0" tHZZT WA2 EXT. WOOD FRAMED WOOD SNEATNHJCi WALL WRB LAYER 1, STUCCO WRAP SAD -FLOOR DECKING- lom WRB LAYER 4, FORTIFIBER :CNSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS V HAT CHANNEL I LT�C3 COAT CEMENT HEATHER RESISTIVE Vx• TYPE 'X' DRYWALL 6' OAF. • TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER 4 4' POSITIVE ORAN THICK COAT CEMENT - COD SHEATHING , nssm sr�esen R3 METAL LATH WRD LAYER 01, �`� STUCCO WRAP J - WOOD SHEATHING i' THICK 3 COAT CEMENT PLASTER i - � 6' ADREREING ' S44 ' BASHING WRAPPED �1 " �` �`� I ,. • • TOP OF WEEP SCREED ii TO GWEAT14NG 15ELCW WRI5 LAYER 01, STUCCO WRAP 4' POSITIVE DRAN- ,iscP ar�esan ^�' • � �: WR$ LAYER 4, FORTIFIBER � BUILDING PAPER (SHOAJ FOR SEPARATE AC ` r,...,_ , .: •{ b' SELF-ADHEREING FLASHING RAPPED AC SROWRP • COMER OF CANTILEVER AMICO AM66-W=.1M0 CUSTOM CASING BEAD W POSITIVE DRAIN 1 . nsoe err_®ssn -- — -- NO GAP N FIELD (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.0 CANT. SCALE, I V2'•I'-C' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / A5TM C-6471-0% MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRJCTION WEATHER RESISTIVE BARRIER 1 HA'TC4•IANNEL DAI':R ER RESISTIVE �- J' THICK 3 COAT CEMENT PLASTER METAL LATH ® b/S• TYPE 'X' DRYWALL W/TEXTURED / PAINTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CASING BEAD L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER "I WEATHER RESISTIVE BARRIER -2 Y,nTL GNDiI,Ca ex=ov / "-I- THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED I WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT 14EADER MAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN uaiesa pnexssn VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 EXTERIOR GRADE DRY WALL I' THICK 3 COAT C ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO -ADHESIVE FLASHING - - - - COLUMN SHEATHING WEATHER RESISTIVE SARRIER -1 3' X 3' 26 GA GALV. WEATHER RESISTIVE FINISH LAYER /2 LAYER METAL DRIP EDGE BARRIER -2 PEEL STICK) _ SET IN FULL DEC) OF 6• PEEL t SEALANT,)f' MIN. 6' SAF. \ STICK • DRIP SPACE PROM DRIP \Q PEEL 4 STICK EDGE TO FACE TO TREX 11G'x3'.'L' FLASHING DECK FULLY EMBEDDED IN ROOF CEMENT V. 'DRIP YI GAP FOR BACKER METAL EDGE 1 P.T. OR SIMULATED ROD 4 SEALANT Yi GAP FOR DUCKER SET IN FULL BED OF q'XI'Y1 WOOD (TREX) FILLER VINYL CASING BEAD ROD 4 SEALANT SEALANT, 1i' MIN. SPACE FROM DRIP CONTHNUOUB I FACE TO TREX WEATHER RESISTIVE WATER PROOFING lot HEATHER RESISTIVE VINYL CASING BEAD J BARRIER -1 LAYER (2 LAYER PEEL ' BARRIER 'I \' WEATHER RESISTIVE STICK) WRAPPED FROM ': WEATHER RESISTIVE WATER OOFINGLAYER 4t ;t� BARRIER 7 BALCONY DECK TO — BARRIER 4 BAR (2 LAYER (2 LAYER PEEL , .. - EXTERIOR COLUMN CANTILEVER 'M"�"'"�'� t STICK) CN BRE OLUMATHING6' PEEL 4 STICK • DECK MEMBRANE, 7PEEL DRIP EDGE TO DECK EXTEND OVER DRIPWSAR I SUBFLOOR EDGE I )6'x3' 'L' PLASHNG ®® 3' X 3. 26 GA GALV. SUB FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ® ROOF CEMENT SET IN FULL DIED OF N, UP X 3' 26 GA GALV. N VXl % P.T. OR SIMULATE SEALANT•)+' MIN. METAL DRIP EDGE L WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX I)1'XI IS' P.T. OR SMULATED SET DIE PULL BED OF CONTINUOUS WOOD (TREX) FILLER SEALANT x, Yl GAP FOR DAGICE VINYL CASING BEAD CONTINUOUS F IIOM SPACE FIODMI DRIP ROD t SEALANT WATER PROOFING Ist X" GAP POR SEALANT FAGS TREX � FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t OPT.BACKER ROD ' PEEL 4 STICK) STICK) WRAPPED FROM MODIFIED WATER PROOFING Is! 3/4 RESILIENT BALCONY DECK TO 9® LAYER l2 LAYER PEEL 4 HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED PROM j' THICK 3 COAT CEMENT HAT CIA NEL BALCONY DECK TO PLASTER VINYL CASING BEAD CANTILEVER METAL LATH i' THICK, 3 COAT CEMENT b/S' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER W/TEXTURED 4 PAINTED WEATHER RESISTIVE BARRIER M b/S' TYPE 'X' DRYWALL METAL LATH FINISH HEATHER RESISTIVE W/TEXTURED i PAINTED WOOD SHEATHING. i' THICK 3 COAT CEMENT BARRIER 4 FINISH 4' POSITIVE PLASTER 4' POSITIVE DRAM THICK, 3 COAT CEMENT DRAM es "w_. VINYL CORNER BEAD n�aP arpmsn PLASTER PLASTER —_ _ ___ wjr. VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY 11 EDGE INSTALLATION 0 DRIP BALCONY DRIP 11 EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER 61, F STUCCO WRAP ! THICK, 3 GOAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIF15ER y BUILDING PAPER 1 I 2 1/2• CORNER BEAD , WRB LAYER "I, FASTENED TO SHEATHING -I' ;. METAL LATH STUCCO WRAP O.C. MAX. n , C' 1' THICK 3 COAT CEMENT c. ! WRB LAYER 02, FORTIF15ER u: C- PLASTER BUfLDING PAPER WRB LAYER 01, h'SELF-ADHERING ' METAL LATH STUCCO WRAP FLASHING "� J' THICK 3 COAT CEMENT "'s WOOD SHEATHING (EXPLODED NEW POR PLASTER ... _ :. CLARITY) METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (1�4 A CORNER BEAD C& FRAME � 2 1/2' � CORNER BEAD (FASTENER Y SPACING O 1' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WINDOW FLANGE WRB LAY BUILDING METAL Lf il' TFIICK PLASTER b'SELF-, FLASHINI DRIP C' WINDOW 15B CASING BEAD (P WINDOW (FRAME, NO BAND A O N IT E 6 Ts GrDe I In 1441 N. RONAj_] N BL LONGWO50 PH: 407 FAX: 408 www.abdeom AA #: q 0 0 BtJHDIV. de LOT: SILVERADO LOT #14 BLK #13 PROJECT# 03719.000-14131 MODEIIA "2558-HAWTHORNS" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH E B 1 DAATHM: 11/02, sCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP —� WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH --------- ` ;' THICK, 3 COAT CEMENT\ PLASTER --1 11 f XPLOD DRIP CAP WINDOW FLANGE WRB LAYER 9, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER v2, FORTIFISER C7 BUILDs PAPER METAL\LATH THICK, 3 COAT CEMENT PLASTER FLASHING DRIP CAP WINDOW FLANGE CASING BEAD (P WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER "I, STUCCO WRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) Ys' GAP TYP d' THICK, 3 COAT CEMENT NG CASIBEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH • STUCCO TO SIDING TRANSITION �WRB LAYER 42, FORTIFIBER BUILDING PAPER SIDING 7 WOOD SHEATHING WOOD SHEATHING WRB LAYER 9, \ \ WRB LAYER 9, STUCCO WRAP STUCCO WRAP I- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD 6HEATHMG dRA� �616TIVE xliEYvZLAL� SIDNG b��-ADWEAD"ERMG bR A A6HRlsADHER 1 616TrVE WEATWESAWWR STARTER STRIP / `� �\ q "M PE616TIVE MAIMER amj `\ y6' GELP-ADWERING ilfiit� \ GALVV METAL GALYD METAL W FLASHING W FLA6NING on IV' X 0, 6 TOP 6 TRIMCASM hEl DER ORAI2 V. • / *_aW MEIMIL i�ppAL GAP U CAULKING APPROVED SEALANT M SIDING TO STUCCO 0 BLOCK TO FRAME �� TRANSITION 1 �7 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, Y ._.._---.. STUCCO WRAP °°R °T"MG UEATFIIR RESISTIVE DAIIIIIINE" ARMEIR! I��F.s16TIK —� WRB LAYER 02, FORTIFIBER !11r'XTYa'LAP6IDMG� AD uWS LHERINGPLAGWM BUILDING PAPER W-A--� METAL LATH STARTER J" THICK, 3 COAT CEMENT PLASTER `FLA NIING-AD4EI°— CASING BEAD Ca? RAISEDAMWER D,MAIER 17 A BAND ( FRAME) SCALE: I I/2' = r-0' 1 11 SIDING TO STUCCO 0 FRAME TO FRAME k TRANSITION SEALANT WINDOW FRAME 2X FRAMING MEMBER Twm DAININFR I,Fp.SISTIVE AM" �E &6TIV 4 GALVO METAL Z. RAewrn iloa!� on N6TIVE eE Ta NO UNATHOR DARVER � slsnvE R XRODfI Pv" DER 1'lM6TIVE THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER E2BEADVINYL G�1NG-2 BEAD VINYL GOING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 9, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ,v4' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT � . / . TO WINDOW /- METAL LATH WRB LAYER 02, FORTIFIBER WINDOW FRAME BUILDING PAPER WOOD SHEATHING 149 WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE / \ E-2 BEAD VINYL CASING 2X FRAMING / (Wl%' FLEXIBLE PVC BACKER ROD) I MEMBER v A -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP --------------------- —---------------------------------------- —---------------------- --- �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — A R C N I T R C T I Grou i In Ai N. RONALD REAGAN BL) LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744076 www.6bdeWgngroup.com AA #: 0003325 I� a IN avaan►. ee LOT. SILVERADO LOT #14 BLK #13 PROJECT# 03719.000-14131 MODEIi "2558-HAWTHORNE" GARAGE 87RNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH . B IS TE 11/02/20 CALE: 1/4"=1'-0" FIEET WA4 co NOu6EWt4P AT 46' ANGLE MODIFIED -1. OUT N NOuINRAP APP1lOvED NOIREIRAP OVER 6HEATNN6 OVER ED STUD WALL STEP 1 , WLG !-u W 61LL LNN5 MN 16 PLEXIeLE ttAeNNG DO NOT SEAL MCn7CM --� PH STEP 6 TEMPOIaa tlLY FOLD•UV a SEC WOMB~ (O TUCK FLAP UIC at HEAD FOLD Wou"m N AT JArM t 6LOM SILL R STEP 7 ALIGN FLA$WM IW INT. Now OF SILL RO. YlC44WCALLY PAOTEN PANNED eDGf6. (CAP NAILS. 6TAPLE6) "TALL DUPONT FLE)GRAP AG TV FLA6NNS AT THE JTLY'ta' ■ 6EALAN AM66 ANC YTLY TO W42-M NA LANCE N 7Se•P On IOLES OR ADC ACR-MIVE DOMA PLAN4" vm CRP Cap ECro-~ EOWV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) 5CALE: NTS L IT uH In CONTACTORS ANSP'CNNDILTY To VERFY THE COMPATIOILITY CP ALL N670=6 NCL CM Nou6E , SE.ALA-M a 8W-A0HERN2 PLAOMM MATIMAL6 UED OU1016 C"TRlCTICK 2. MTALL ALL MATERIAL& PER MA"ACTUEM WtlTTEN QEC14GATION6 ,MISSE MAY I FACT ADKMeLY IP Mar FE- AND REAL JAMS TO 81LL JONTSING ETIONIOR RETROFIT ualaC REPAIR SC44ENE SHOWN SHALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTI"ION OELOW THE WINDOW OPENMG REAL INTERIOR PERIMETER OF WINDOW WIT] SEALANT A E C N I T E C T S 6 Grou i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA S: 0003325 M .y. BUDDIV. &c LOT SILVERADO LOT #14 BLK #13 PROJECT# 03719.000-14131 MODEIA "2558-HAWTHORNE" GARAGE BWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150MHE B L�6 R«.Aw a DARIN . 11/02/20 SCALE: 1/4"=1'-0" B*I=T WA5 \ 2x6 SUB-BANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\\ I\ 1/8' TEXTURED I \ FINISH • WOOD I \\ I/2' TEXTURED \ FINISH ® CMU \ METAL FASCIA \ WRAP Ys' FROM \\ STUCCO, I' FROM WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) \\ \ NOTE: NOTCH FOR 2X& SUB BAND ONLY ®ELEVATION lw TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • cm METAL LATH METAL FASCIA LLRAP WOOD SHEATHMG OR cm UJRS LAYER 41, STUCCO WRAPePRAME ONLY) — WRS LAYER 02, FORTIF15ER CUILOMG PAPER - ----- (FRAME ONLY) 2X6 SUB RAND ROOFMG CEMENT DRIP EDGE © PLAN E3 METAL KICK OUT I —ROOF KICK OUT REMOVED \\ FOR CLARITY —\,—ROOF DECK (BEYOND) \\`\DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 000 I1/8' TEXTURED FINISH A WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C& WALL SUB BAND DETAIL® WALL Wf KIC K-OUT FRAME OR CMU 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/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1¢'x4' NOTCH END, WRAPPED IN PEEL s STICK -ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY A N 6 M IT E 0 T S 6 Des0'.n Gf na. 1441 M KUNAW KFAWkN tlLVU. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 J �Y h r a� p F BtMDIV. & LOT SILVERADO LOT #14 BLK #13 PROJ=T# 03719.000-14131 MODEU "2558—HAWTHORNE" GARAOR 8WWG: RIGHT PALM: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B I SCALE: 1/4"=1'-0" arrsrl= WA6 73'-8- '-4• 53'-0' 20'-4• 10'-10' 20'-l' 7'1" 6'-11" 28'-W 25'-4' 5'-0' 23'-0' 3'-6" 8" TOP Of 4 1.1 SLAB _v —CO--- ----- -- -- ----- ---- -- — — -- 4' D. FM-i6X18— § FM-18 FMC-18X18 1 SLAB 4 1 1/2 12 w i� 1 1.1 I O 1.1 2 j TE-1 0 I PRE- m 60 t5 i60 LLI i PLL9'1B v I LT LL I a I 1 WI N ,.1 4" PVC - `° L. I- L — — — FM-16X18 CHASE— — — ` I m 3 1/A2' 1 SLOPE 2' Y I 7 10'-0" zI I ,.t 31/2" 28'-7 fi'-T SLOPE 11F r.---�1 m SLOPE 1/8•, I PER FT. I x PER FT. I ( EXTEND 14' CONIC. I I cO SLAB 1 1/2. I SLA.* I 1 ISLAB u1 4' CONC. I- ILL N `` a 3 °� 7 2 SLAB I FMC-16X18 1'i _ — — 4 I I . fV CWC-12X12 I 1v I I I EXTEND SLAB 1 112' I I� EXTEND m 3'-4" T-0" SLAB 1 1/2' �I6'-8" " LL 6'-4• — r FM-16X18 1 x � 1 716X19 m ILL II 13'-8' II m I m II 1' PVC CHASE I 9 FOR E77 c (� SLANDI v I 3 1 1 1 I 1.1 II FM-16X18 1.1 t FM-16X18 6'-0" O/C MAX., TYP., UD W.-W 8'-2• 68'-4 76'-0' SLAB SCHEDULE SLAB 1 THICKNESS REINF. REMARKS 8xe W1.-1.4 OVER GENERAL 3 112' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF, T.O.F. SHORT LONG FM-18x18 16' CONTINUOUS 18' - FMC-18x18 15' CONTINUOUS 18' - #5s #5 IN CURB VARIES CWC-12X72 12' CONTINUOUS 12' #Ss # s (+0'-0' TE-1 8' SEE PLAN 8' - 5s #5 IN CURB F-24x24 24' 24' 124 #5 s 2 Iva + p•.p• FOUNDATION PLAN SCALE: 1/4" = V-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 0. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO. FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 80°. 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 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm 2,000 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION GrouJt2. 41 N. RONALD REAGAN BL LONGWOOD,FL32150 PH:401-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 gtmDm at LAT: SILVERADO LOT #14 BLK #13 PROJI.CT* 03719.000-14131 HODMIZA "2558-HAWTHORNE" awftAGE tstttING: RIGHT PAGE: FOUNDATION PLAN 150 MPH E . B 30" MIN. EACH WAY e THIC FOOTING ++ "CELL STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED nrF SEE PLAN FOR SIZE AND d C O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS>°a 0. SPACING REQUIREMENTS W w_ GARAGE DOOR RECESS 6 ° a p7 2 8' CMU WALL O y 8` CMU WALL I��¢ CORNER BARS, SAME SIZE AS LARGER BAR ", I to 8• W O ? I IN FOUNDATION WITH 30' LEG EACH W U TOP OF SLABTOP WAY AT ALL CHANGES IN DIRECTIONS , ° SO THAT THE STEEL REINF. IS CONTINUOUS to o! OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. FORCH SLABCHAMFER W/ ISOLATION VAONDBARQUANTFrY SEE SLAB SCHEDULE DIA. (1 STORY)FOOTING #3 18 EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER (1-STORY) II�MASONRY LLBAR CONTINUOUS STEEL MONOLITHIC REINFORCEMENT SEE SCHEDULE °JOINT(WHERE UNITS SET �' AT ELEV: ro' 1/2' CHAMFER (2-STORY) #4 24" W/V2'ISOLATION .� e'CHAMFER (2-STORY)APPLICABLE) 0' Z SCHEDULE 30" JOINT (WHERE APPLICABLE) Z • i EE SCHEDULE#5 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING xD, BAR SIZE 38, FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST �I AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO #7 42• N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4'=V-0' — (DO GARAGE SCALE:3/4'=V-0' CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ lad 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 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE IL I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE > N NEW REINF. BAR O SECURED W/ A PART SPACING. SINGLE BTM. PLATE 1/2'x8' WEDGE ANCHOR W/ 2' TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2' CAPPED a I EPDXY. MIN. EMBED PLATE EPDXY 5-1/2' EMBED. MIN. 0 16. OC MASONRY SLAL76'/0/�C GALVANIZED PIPE < e', UNO SIMPSON SPH4 SPHB MAX. AI Ar NAILSTAGGERED. ADDITIONAL METAL W/FLANGE ®BASE ¢ O FOLLOW ALL MANF. SPECIFICATIONS FOR LA BTM AND TOP PLATE CONNECTORS NOT N¢ I USE AND ANCHORS W/,Od x 1 REQUIRED WHEN NO PREPARATION OF A COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W N UPLIFT 18 PRESENT. HOLE. 3' a:EE W W 0: x SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO Q Q SLAB W/(4) 1/4' X 2 1/4' p O +- 0'-0' F, +. p_p• TAPCONS Q TOP Of SLAB ... TOP OF SLAB Q • 4- CHAMFER (I -STORY) 4 e n 6' CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL R INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 C V MONOLITHIC FOUNDATION SCALE: 34'=1'0' (W/UPLIFT) SCALE:34'=i'-0' (NO UPLIFT) SCALE:3/4'=,'-0' SCALE:3/4'=1'-p• LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. GHT VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE d '•' BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/1. MASONRY NAIL 0 } PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. IL ... ¢ W ADDITIONAL METAL m U CONNECTORS NOT !� a REQUIRED WHEN NO ¢ 1n UPLIFT IS PRESENT. O 8' CMU WALL B• VARIE5 B' Z — +- 0'-0' POURED LINTEL CONT. (TYP.) �' 8• CMU FILLED CELL (TYP.) �!♦'' 3, 8 _ _ TOP OF SLAB SEE SLAB SCHEDULE .I° - 2X WALL FRAMING +- d-0' SLAB Z SEE SLAB SCHEDULE 1NY DIA. SIMPSON ST82 BOLTS 5' MINIMUM EMBEDMENT INTO ;� S TOP OF �'— a• a `ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND ro CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX a .♦ . _♦� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB m»scovr. SEE SCHEDULE 3 SEE SCHEDULE L FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY � >� SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 SCALE: 1'=1'-0' 9 SCALE:34'=,'-p (NO UPLIFT) 10 FOOTING AND COL. PAD �4� BLOCK WALL CONNECTION SCALE:34'=1'-0' I I SCALE: 3/4•at'-0' A I C N I T I C T 8 6 Group0�. Al N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 W t O F a: BXYBDIV ao LOT: SILVERADO LOT #14 BLK #13 PROJECT* 03719.000-14131 MODMIA "2558-HAWTHORNE" GARAGE 8WITTG: RIGHT PAGE: DETAILS 150 MPH W. B 70'-8" 66'-8" fia-8' 54'-8' 44'-10' 40'-10' 37'-11' 30'-7" 26'-S' 21'-4' 15'-8' v 0 N iA 4'-0" 14'-8' 9'_8• Z4 v ^ 3'-4. iN 4 fV N I� 6'-2- 3'-0'u LA 7 V El Mi 4'-0" 7'-0' io 10'-0" Loll Ni 10 El ILA El 0 0 4'-0" 10'-01 16'-0' 22'-0' 28'-0" 33'-2' 14 4d-8' 46'-8" 52'-8" 58'-8" 63'-10' DOWEL PLAN SCALE: 1/4' = 1'-0" A N C N I T A C T 8 6 Groupin 41 N. RONALD REAGAN BU LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 Pi b O NUBBIN Se LOT: SILVERADO LOT #14 BLK #13 PROJECT# 03719.000-14131 MODEL' "2558-HAWTHORNE" GARAGE 8WING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B ol TIE VERTICAL REBAR TO HOR17ATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM TIE VERTICAL REBARc VARIES PER ELEV. Z ^ .a TO HORIZONTAL REBAR W/ 10' HOOK 4. a GROUTED BOND BEAM VARIES PER ELEV. - e -4, Z N :I o a: #58ARS Q m -�c a ,_I I� m .. Oj 13 10' HOOK I'. p f7 B"�I ° • 0] °< _ ° 0_ a • �.� ��a < a a e CLEAN OUT REQUIRED OZ p -0" O ¢ m FOR INSPECTION •� m ¢ 0 � -D 0'-0' FIN. FLR. ]j O -� - TIE ERTICAL REBAR ° •a TO HORIZONTAL a.:' REBAR W/ 10' HOOK .I o BAR SIZE 48 BAR DIA. ° ZCc O #3 18' ARE NOMINAL SIIZESNS 30• #8 36, OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. von S. #T S. METHOD #4 24' / r� MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTALNERTICAL #5 30' )K `� SCALE: 3/4'=1'-0• REINFORCINGREINFORCING � SCALE: 3/4'=1'-0' #e 38 #T az 1 SCALE: 3/4'=1'-0' A N C N I T! C T i 6 G2000, 141 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.eom AA B: 0003325 OUBDIV. as LOT.il SILVERADO LOT #14 BLK #13 PROJECT# 03719.000-14131 MODEI1 "2558—HANTHORKE" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B IDATE 11/02/ 00 OCALE: 1/4"=1'- 0" O*m=T s1.2A GENERALNOTES „CODER 1.1 FLORKN BUILDING CODE SM EDRKIN, 2M7 RESIDENTIAL SECTK WS RC & R505. 12 FLORIDABLALDING COOS,SMEWION.Mi78UEDING,SECTW IN12A210]. 1.3 BUILDING CODE REQUIREMENTS F-0R PEWFORCED CONCRETE (ACI31B-tq. JAI BUILDING CODE REOUREMENTS AND SPECIFICATION FOR MASONRY SIRUCTURES(ACI 5MERIC AC153BETY 1.5 OTHEAANSOGETY (OBOE ENGINEERS MWRMIM DESgNLOADS FOR BUILDINGS AND OTHER STRUCTURES (ALCM ]-10). x.)CONCRETE: 2.1 CONCRETECOWP AN IVRD REINGTHAT2ENT 2.1.1 PRE -CAST WATRANDARD REINFORCEMENR-/000 PSI MIN, 2.1.2 PRECAST WNRESTPE83 REINFORCEMIENT-8300 P81 2. I GROUTPERASTM G]8-900D P81 WI MAX. 3�8'ARRREGATE, S'i011'SLUAP. 22 R .1 SMGNG BARS: 222 STEELP LINTEL AM ASTMM MIS (GRADE ) 222 STEEL IN LINTEL MO KNOCKOUT M, (PLACED IN FEW) ASTM ABtS (GR40E M). 2.3 PREBTREBS BTRAND6 A8TM MIS] -WIPE, STREB&RELEVED 2]0 KS' 21 DETAIL REINFORCEMENTMACGORDANCEW ACILIS. A5 CONCRETING OPERATIONS SHALL COMPLY Wn ACI STANDARDfL 2.8 D4S WIRE PER AS IM A455 MASONRY: 3.1 CONCRETE MASONRY UNITS(CMU) SHALL CONFORM TO ASTM C-80, NORMAL MIGW WIM MINIMUM NET AREA COMPRESSIVE STRENGTH 2O0". 3.2 MORTAR SlN CONFORM TO ASTM C-M TYPE'M'OR'B' 3.3 FULL MORTAR JOINTS ARE REWIRED LA MINIMUM AGGREGATE 2 DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LEW THAN FM. -I PSI. MASONRY STRENGTH SHALL 8E ESTABLISHED BY T -11T STRENGTH METHOD' OR, ALTERNATIVELY, BY THE T'RISM TEST METHOD' WHERE LIBM REWIREWNTS HAVE NOT BEEN MET. 4)STRUCTDRAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAWNG A WARM OF W(WITH A MWIMLIA ACCEPTABLE BEARNKi OF 4' PER FLORIDA BUILDING CODE STH EDITION, 2M] RESfOEMVLL. SECTILO R V .5.30E FLORIN BUILDING CODE BTH EORKIN, 201] BUILDING, 9ELTKW 2104.1 42 SAFELOAD MAY EVALASEDC MENTRATE0 LONANALYS(S PERACI LIANA AG 5B 4.3 CESKNIERMAV EVALUA MSC TENTRATED LOA�FPDMTHESAFE IOADTABLEB BY CALCULATING MAXWUM RESISTING MOMENT AND 91EAR ATtl DISTANCE AWAY FROM THE FACE OF THE WTH AT. 4.4 FOR IINTEL LIMONE(I)MVE TIC AETEATERVERRCAL EDATELL RLLED AOHENDSOLIDWRH (L. AND MNMLS ONEA AS VERTICALHAN1 MREWIREDAT EACH END OTIE TEMP. 4.5 UMELSTH NOT REMOTER THAN I4'-0'CAFTER SPAN MUST ACEMENIDEDTEMPCRARY SIRPORf, TpT BE REMOVED UNTIL 2 DAYS AFTER OROUi PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER ® 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESSCIRIPTION REMARK O (2) 2X8 m i i 8F16-iT/OM 8F16-1T/0M/0B 5'-10' 1 -------------------------------------------------- ----------------------------------- LIFT BEAM PLAN SCALE: 1/4' = 1'-O' A R c N IT It T I GroupO.n 41 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdeslgngroup.00m AA 8; 0003326 BEEN yh A I; 14 At O c 24 0�g 3 8L7HDIV. Ae LOT SILVERADO LOT ##14 BLK ##13 PROJECT# 03719.000-14131 MODEXI "2558-HAWTHORNE" GARAGE 8WRATG: RIGHT PAGE: LIFT BEAM PLAN 150 MPH EXP. B DAATE 11/02/20 DCALE: 1/4"=1'-0" >!i'IEET s� #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'x6' i. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16' is PW 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ^ GJE COURSE OF BOND BEAM IS OMITTED AND A LINTEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE k5 TOP OF THE LINTEL, B" / A \N'�G 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. ,{ 2 p05�FEQ 8x18 DBL. BOND TOP OF BOND BEAM 9 EACH COURSE • OQYJ-\�G WW// (8 #5 BAROND S .L _ BOND BEAM I .�Y\G� U = UTOP OF INFILD WD/ GROUT GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH ((�� # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. / BEAM COURSE SEE NOTE 5 �A\� E� 16-1 T/1 M/ B 8X8 PRECAST CONCRETE NOMINAL—�� LINTEL W/ (1) #5 BAR (L2) QQ" HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY 9 OPENING -2' IT 18 THIS ENGINEER'S INTEhrr THAT XFXX-LIT/M/0BINDICATES ADOUBLE BOND BBEAM OND BEAM COURSE #OF#5'S,BOTTOM BXBPRE-CASTONCRETE 2 BEAM DESIGNATION ANDXFXX- IT/OM081NDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP Io LINTEL OF OPENING AND XUXX-1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE 145 MIN HEAD WINDOW SIZEE.300MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8' FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-1/4' EMBEDMENT k5 BAR BENT AS SHOWN 9 2.8 (MIN 2 X 3) 2-3/18 TAPCON 1A1' PRE-CAST:a it OR DRIVE PIN (MIN SHANK WINDOW SIZEA45 MIN HEAD SIZE .3D0 SILL MIN EMBEDMENT 1 1/4') 8' SLOPE FROM EACH END AND 18' 7 O.C. MAX. MIN 1-1/4' 7 a 'fib m EMBEDMENT 0 _ 2x8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE. —MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4' 8' FROM EACH END AND SECURE TO SHEATHING UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX, MIN 1-114' MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16. OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS FRAMING DETAIL AT CORNER STEP ARCHWAY — 5 SCALE; 3/4'-1'-0' 3 SCALE: 3'4'=1'-0' PROVIDE 3' DIA, HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. I > I SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF P FILLED CELL BOND. BEAM s II I II II i — I�ex8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/� 4'=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0' A A C N I T E C T 8 6 Gr a0Eign Al N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-607S FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 0 G SILVERADO LOT #14 BLK #13 PROJFCT# 03719.000-14131 WoaMLA "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B BEAM SCHEDULE MMZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I 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 (t WxE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 4�/N88 I SAFE LOAD - POUNDS PER LINEAR FOOT I I4tpar.6,S S SAFR. GOAD 1 1 61diffir-6041116 1 SAFE LOAD - POUNDS PER LINEAR FOOT Y$ PRECAST 2231 aM 4M m1a 7547 eon ,mot• 11M Y$ (42') PRECAST 102E 1024 1lNM Y$ (42•) PRECAST ,M veal 3M 43M aM mm tam 4•$ (481 PRECAST 7858 am 2761 am 4M am 70" m6/ 4%0' ( PRECAST M M 1305 1'$ (48� PRECAST iM 2M aM , M6 4070 MWN am 4M 0113 7547 em4 10M 11M ,M aaoe aM ama 4670 mn a= 4•$ 54 PRECAST ( 1688 tM alto M, sma 4M aim em4 4'$ (64') PRECAST 682 6B7 1079 4'$ (Sa9 PRECAST 1m7 am 2m7 mn 400 m1 mn 2M an alta 7M7 alit tlam 11M 7m7 aM a7o7 aM 40m mt 6M Ti• (84� PRECAST 1217 1M ,4n 1M mat SM aM 4M Bi• (�') PRECAST 411 411 745 T1' (81� PRECAST ,ma m a n Me am 3 m an__ Mm =aM 7M7 1m ,me ma Zan 2M mM aM 402 T-10• (ro') PRECAST tae2 Hal 1173 im1 lam mM aM ano T•f0 M PRECAST 940 99S 818 6-78 (M PRECAST M t mm a,O/ 20a ON 14M =4M nm Nm eM M tM 2M 2M a+n aM mm T$ (M PRECAST S08 111111 m7/ aM aal am 1 43N mM S,d• Mn PRECAST 507 721 4S0 T$ ( PRECAST M am,3M a77 tale 2177 3M 6M1 also , 4M M I 1a/ I ,M I mm V10 M7 a7,2 r$ (90`) PRECAST 713 10f1 17m am mm mw 3701 aM T$ Mn PRECAST 424 534 863 T$ Mn PRECAST rn m am teal ,m1 ,1m 2M Me Mt eMt 67n rn 1M tam mm am ae21 aM T-P (11Z7 PRECAST 661 M ,M ,M aM tam gem a7m T•P (1127 PRECAST 918 512 280 O.M (112� PRECAST M 7m 11 14m al51 2M /m 1M ,M ma4 aM eM em M 7me 1M /M 2m4 mM 1T$ (125� PRECAST 475 M M ,aM mm ?m 2M >M iT$ TITS') PRECAST 2M 401 18D 1T$ (12B') PRECAST M bn M lm , 2"1 M 1M ,M am 27m 47m M M 1140 wn tim 2M 2M 174• (738') PRECAST 352 M M 1111 "a 9Ma 3w am 11•�• (185') PRECAST 250 462 164 11V' (138� PRECAST M M M ,a67 >r ,7m M M 1M iM vIm WI/ 1000 414 am , tan 7aM lmbw mA 12'$ (1M') PRECAST 877 M an lam tee4 aM Ma Ma 12-V (144) PRECAST 244 402 137 12$ (144-) PRECAST 4n M 724 M 11 ,M M m lam 7M a,m aM m 4n M M tam 1 TOED tY1• (7eo� PRECAST 285 n1 7m tOn 140 7M aNa alm 1TJ• (18n PRECAST 217 324 110 1Y-4• (18n PRECAST 4M M 4m im M t /M 4n >m ton tna ,M 2M aM 4n 4m M 11m tm tm7 14'$ (10r) PRECAST 278 414 7m tM 1M Mp 2W aM t4'-0• (tse� PRECAST 206 293 too 14'$ (1tt87 PRECAST M M M 7m M 1M 4M im tom 1M 16m 2W MO 4a 4m TIT im 1 1 1m7 71'$ (176� PRED1RE88ED N.tL AIR NR NR M Me NR NR IV-r (IM PRESTRESSED NA 284 St 14•$ (1701 PRIS111MED M M M M M- M m M M- , m tm I'M tm ITS 40 7m 1M Ion me Zan 2112 16'•4 (1841 PRESTRESSED N.R M "" "" NR NR NR "" low (184•) PRESTRESSED N.R. 258 83 1T�• (184.) PRESIRE m 2m M ma M M me m M 7m 1 mt 1M n2 710 1M 17m 20m 2M n13 Ir-0 (Zo8') PRESTRESSED N.R.NR NR let taint NR tat 1T�' PRESTRESSED N.R. 184 B4 1T�• ( PRESTRESSED 1n 1m M M 4m M an 7a M , M. tm M ,4n M M M 1M 1M 7M 2947 1T-4 r1a2') PRESTRESSED N.R NR NR NR NR NR NR tat 1T,4• Cam') PRESTRESSED N.R. 140 52 1Ti' mn PRESTRESSED 1a ,M M M M 4m M7 M 6M Mt a47 7n ,a27 M M M 1m7 1M tM ,Ito 21y4• Mn PRESTRESSED NA mt NR NR NR NR EDT NR NR 21'�• (26a� PREBTRE88ED N.R. 125 42 21'i' On PRESTRESSED 14a M an M 4m M M M M M 1114 1M 14m 111 M In M M m7 an 72I M M M ,OM mo 2Z-W (254) PRESTRESSED N.R "" NR M1 NR tw NR NR 2r4r (M.) PRESTRESSED N.R 116 40 27$ (M-) PRESTRESSED ,a7 sm =4 ma W24 W04 M 1m ma M mIw 7M ,M 229 NR al NR N NR 81 33 ZV-V Wn PRESTRESSED M I M 4ud 4M M 4m mj eW4rMPRESTRESSED M iNsR MNR 4m 04 Ion 222 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. •ALL VALUES TAKEN FROM 'SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO FEET OR EXCEW VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE WBTAUAD PER MANUFACTURES SPECTICATION8 - PROVEE MSM4ta 4.OF BEARING PAST EACH SmE OF VANDOW OPENING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xt2" RECESS DOOR HEADER s =/W �" I��4R miaE «viu'ro, a"ate «i�u nos onaa "uiuin, "Haas »mums a""u «auro�� "ia uins za• ra• P.ca,ar motawm. me"_a s•a• mw.s vn� m,« m. mqa-a ,am mw.svnge mq=. seta mw.srm,E mwa Mwsr mw a". m w.awgss mgP.a ,su ,aw ,". P�cwe< mw.svwvE m,«. xaro mw .axsve mw.s ,tea mw.smge mw. PgEc wer mw.smge mxa.s Pgeca,sr mw.sw,ge mr«.a PgEc.aE, 1"w.5 W11E mab.d P"Euai mw.s NIRE mgo.a m w.a vn� mwa v�caEv mw.a wagE mw.1 m wsmge mxP.d mw.srnge mw.. GRAVITY & UPLIFT SAFE LOADS (PLF) RECESS DOOR HEADERR GRAVITY & UPLIFT SAFE LOADS (PLF) 8'x32' RECESS DOOR HEADER TMB'x76' •maws mows naives PgEGB'r mw.sw,ge mw �roro m,w.sw"E m,".a ,roro +roro vgewi mw.aW.,E msw. mw.awnge mq>.a ogees* mw.swl� mw ma»sw,ge mnP- ,row f"w.s Wlge mw 21 >a99 mw.a W"E mab. vgEl'#Ei 1"w.SWIgE alto. mw.SWWE mom. ra• m. m. 4,as w" vgeeui mw.swme mwa .a" 111. Tmw Wft mge.a 8'a• vgEuei mw.sWwe m"mw.swlr� M. ra• mw.swwe mgP.a mw.swq» (4.4 ,tea 4•a mw.s m"P.a ,ero A f C f I T f C T f Grown L441 N. NVIeA1LD KtJU M 5L V. LONGWOOD, FL32780 PH:407.774-SO78 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003325 O y G 114 a. r aTv»a><v as IAT: SILVERADO LOT #14 BLK #13 P1tOJECT* 03719.000-14131 MODEU "2558-HAWTHORNE" GARAGE BRING: RIGHT PAGE: DETAILS 150 MPH EXP. B DAM 11/02/20 acAim: 1/4"=1-0" *[ZET PENT CJ1 CJ3T—�----a�— " qY I c—j = I N N N x N u CJ5T EJ7T �•:• x RIDGE u EJ7T CJ5T CJ3T CJ1 I 1 n " P pp xNu c,2 1 A C3 1 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 2X4 BLOCKING BETWEEN — TRUSSES 24' O.C. TOE NAILED EJ7 TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO SM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 EJ7 EJ7 EJ7 CJ5 CJ3 CJ1 �1 EJ7 I I I I I 2+ f _ t2 N_ t I I I N I I III I I N N N N M p q N N N N N N N N N NNN Nsd N N N II N N 11 1 N q x n �O M N P N N N N N Na�N N N N " N 11 N II It u x 0:Q H p H IIII N N N N N Nal_N » N I N OW I ■ 7 • ■ NiN, ■NA 3 ■ N I I RomE I EJEY .N ■INI 00.0, � 1 CJ3E Na n , tl FRAMING PLAN SCALE: 1/4' = V-0' E E S O 0 0 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0-, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 91 N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407.7740078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 - M SVHDIV. I■ LOT: SILVERADO LOT #14 BILK #13 PROJECT# 03719.000-14131 MODEL: "2558-HAWTHORNE" GARAGE NTIMO: RIGHT PAGE: FRAMING PLAN 150 MPH E . B -0) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Dd x 1 J' NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -0) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH 112)16d x 3 J' NAILS TO GIRDER W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4', 6', 8' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24. O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L: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) S 1B 1C TYPICAL TRUSS/ SSGIRDER CONNECTOR(S) 4 8 BIICI®I BLOCK THICI M 4500 3/4'WOOD PANELS 6000 (2) 11T WOOD PANELS s0 (2)1/2' WOOD PANELS 90 2x LUMBER 46 . 3/4' T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG, BOARD SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. /�I-JOIST CONNECTION @ L.B.W. `► scALE:aa•=,'-°• (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE >5/8' —HOLE DIAMETER <2/5'D SGL. STUD OUTER1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS B SCALE: 1 1/2':1'-0' EDGE>5/8' HOLE DIAMETER < 3/5'D DBL. STUD ENGINEERED WOOD TRU 0 24. O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI 6 TRUSS ANCHOR WITH (9) 1 Od x 1 }• NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #2 2' x 4', 6', 8'. W-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \--A-(l) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) j' x 5' TITEN HD TO CMU AND (12) SDS r x 2 }' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ix2, 2x WOOD FASCIA (2) }' x 5' TITEN HD TO CMU AND (18) BOB } x SEE ARCHITECTURAL 3' TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d GALV. COMMON NAILS. (2) J' x 5'TITEN HD TO CMU AND (18) BOB }' x 3' 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12' 0/C SOLID, e' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) 8� BICI®tmm TNOINBI8 4500 3/4' WOOD PANELS 6000 (2) 1Y2' WOOD PANELS 80 (2) 1/2' WO PANELS 90 2xLUMBER LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. 0 EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/8' A.B. WITH MIN. T EMBEDMENT TO SLAB & (1 8) 16d x 2-1/2' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a• .e • e LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4'-1'-0' A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28.2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4•' SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV, COMMON NAILS AND (12)18d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LSS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 48M LBS, U < 1810 LBS W/ (4) 3/4'° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4•=1'-0' (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0• TO 30'-0' (1)'X' BRACE 30'-1 • TO 60'-0 (3)'X' BRACE (1)'X- BRACE 0 CENTER (2)'X• BRACE DIVIDED EQUALLY FROM CENTER TO END. # 1100 UPLIFT SIMPSON - HTSM20 W/10 1 Od TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL Who 1 Od TO TRUSS AND (4) 1l4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3I4'=1'-0' 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACK AT ALL — UPRIGHTS OVER 4'-10' (AS PER TRUSS ENO) PLYWOOD SHEATHING, SEE 'ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. IX2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 18d ENGINEERED WOOD GALV, COMMON NAILS. TRUSSES 0 24' O/C, 1X2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV: COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's 0 MASONRY BONG BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS " W/ HIP RETURN 5'EDGE CENTRAL SPACING SPACING SEE SEE SCHEDULE,SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLTSIZE SEE LEDGER SCHEDULE W 5 1/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS 2 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' 0/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4' (2) _ PT DIA. x W MASONRY SCREWS MAY BE USED, CA.r CDel:l.P GCN IIOPUMT LEDGER SCHEDULE MARK SIZE SOLTSIZE YEDGE C80RALSPAOING A DOUBLE 2X8 1/2' 8. O/C 18.O/C B DOUBLE 2X8 3/4' 8' O/C 24. O/C C DOUBLE 2x10 112, 8, O/C 16' 0/C D DOUBLE 2X70 3/4" 8' O/C 24' O/C E DOUBLE 2x10 3/4' 8' O/C 16, O/C F DOUBLE 2X12 3/4' 6' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4'=V-0' (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30b• (1)'X' BRACE 30'-1 • TO 6V-0 (3) •X• BRACE (1)'X' BRACE O CENTER (2) •X• BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (AS PER—� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) SECURE 2xa PT. PLATE TO SLK W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-O' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34'=1' 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 SO 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 F1 AND F2 FORCES, 11 ALTERNATE MATERIALS SCALE: 3W-V-0' A07GUSO,� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774$078 FAX: 407-774-4078 wwwAbdesigngroup.com AA #: 0003326 64 a BUBDM ae trot SILVERADO LOT #14 BLK #13 PROJECT,( 03719.000-14131 MODEU "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH E B Nlo ME 11/02/20 scAim: 1/4"=i'—O" SHEET 1111,1 S3.1A 00 FLOOR DECK 2x8 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ 16) 3/16' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE:34'=1'-0' SIMPSON (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD EACH END OF'BUNDLE' OR ON OF STUDS PLYWOOD FLOOR SHEATHING 2 J z I SIMPSON SPH4/SPH6 BTM. TRUSSFLOOR R PLATE STRAPS WI 10d x 1 GIRD RT USS1/2' HOG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4'=1'-0' D DBL PT Z(6 RUSSES BLIVNG @ 3 O BETWEEN ST PLY INTO LEDGER AND 10d 0 3' O.C. STAGGERED UPPER PLY INTO 2z8 BELOW 8' CMU WALL REINF PER PLAN PER LEVATIO O : Q0 �QS�� PER ELEVATIONm� iX2 FIRE -STOP 1/4 N) #e WOOD SCREWS x 2' LONG O.C.; STAGGEREDD O OFF CENTERLINE OFF 2x6; NI 3/4' AS SHOWN SIMPSON A23 EA TRUSS 4° r NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE:34'=t'-0' #8 WOOD SCREWS x 2' LONG 0 3' O.C.; STAGGERED NI SHOWN ` DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NI 8' CMU WAIL END W MIN S7/28EMBED. REINF PER PLAN FLOOR DECK PER ELEVATION 4. O NALINO PATTERN Ti UU � �w P ATION 24• M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12. O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4'=1'-0' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3.O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO LEDGER AND 10d 0 3. O.C. #8 WOOD SCREWS NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2' LONG 0 3. O.C.; NI 2x4 BLOCKING 0 EA. BRACE, TOENAIL INTO TRUSS W/ 14) 16d STRUCTURAL SHEATHING 4 (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF NAILS 0 EA, END MUST NOT BREAK WITHIN PLATE 2ND FLR ) CENTERLINE OFF 2x6; - 3/4' AS SHOWN 20 BRACE 0 48' O.C. W/ (5) 12d V-4' MIN, FROM 2ND. FUR. FLOOR DECK I� NAILS 0 EA. END LINE 2.8 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NI 8d RING SHANK NAILS 0 4' O.C. MAX ®BT. OF FLOOR TRUSS e' CMU WALL AT 16' O.C. AND 8' FROM INTO BLOCKING (BT. 2X81S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-1/2' EMBED. 16d NAILS 0 8' O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC 'll �/4. 8 PER ELEVATION PER ELEVATION LL O r -21/11 NAILING PATTERN 14 O PERELEVATION¢ az- PER E EVATION PER ELEVATION 2X4 P.T. CEILING 24° M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W4 FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS 012'O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON ETA-16 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REG. BOND BEAM RED. ERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-18 0# W/ TRUSS PLAN) AT TRUSSES PARALLEL 32' O.C. MAX. (VERIFY W/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 PRE-ENG FLOOR TRUSSES SCALE: 3/4'=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX 0 P El V TION FOR STRAPPING Q VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/2' HIGH W/ 1P2• DIA. ANCHOR SOLT Wl 2' A- SIMPSON MTS12 TH CLG. BOARD 4z414x6 SYP NO.2 WASHER SET IN HIGH U <9W LSS W/ (14) 10d TRUSS TO TOP PLATE W/ (2) r2x4 WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. NAILS SLAB. SEE EMBED, AT 32' GC MAX. B - (2) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LEIS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING WALL W/ SYP No2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE POURED BTM. PLATE TO BE PT. LINTE LINTEL COURSE PROVIDE DBL. TOP PLATE •o• PROVIDE BLOCKING SIMo• SPHB BTM SPH4PLAT 1/2' GYP. WL. BD. AND TON A AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE BT. PLATE TO SLAB W/ x4 CONT. 2SECURED W/ (2) 10d's O EACH FILL ALL HOLES, DO NOT USE 3' 1/2'x9' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRU SSMIOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. 10d x EPDXY 5-1/2' EMBED. MIN. 0 16° 10a 10b 1 Oii OC MAX. SCALE: 3/4'=l'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 11°` TRUSS TOPOEM CONNECTION O SCALE: 314'=1'-W . A - SIMPSON MTS-12 U < 990 LBS W/ (14) 100 GALV. NAILS. • E, B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 1Od GALV. NAILS. C . 2-PLYSIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'x3'SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' SDS TO POST TRUSS CONNECTION @ L.B.W. PO8TTo 8U1B DONNECTION 9a gb SCALE: 3/4'=1'-0' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,585 W/ 5/8' A.B. WITH MIN. T EMBEDM NT TO SLAB & 26 I x 2-1/2' NAILS TO POST. A At N IT It T A Grouson 141 N. RONALD REAGAN BL, LONGWOOD,FL32750 PH: 407-774 6078 fAX; 407-7744078 www.abdosigngroup.com AA M: 0003325 0 F BvziDly ae I.OT: SILVERADO LOT #14 BLK #13 PROJECT# 03719.000-14131 MODEIa °2558-HAWTHORNE" GARAGE 8TRNG: RIGHT PAGE: DETAILS 150 MPH M B FIBERGLASS SHWiLES OVER W FELT PAPER ON J' O.S.B. SHEATHM OR }' COX PLYWOOD SECURED PER NAILING SCHEDULE 14'-2' O__ L� _ V-4' TOMo STUCCO OVER FELT OVER PLYWOOD DBL STUD W/l2) SP4 VXhV WEDGE ANCHOR • 32' O.C. (1' MIN. EMBED.) (2) 2X12 HDR UUFLITC 4 PLATE. ATTACHED W/l2) META-24 • EA. SIDE PRE-ENG TRUSS (STRAP PER FRAMING NOTES) MTL. DRIP EDGE 2x SUB -BAND � 14'-2' ENTRY BRG. HGT VENTED ALUM. SOFFIT DOUBLE TOP PLATE j O.S.B. SHEATHING OR }' COX PLYWOOD. ATTACHED PER NAILING SCHEDULE MTS-12 • 24' OjC. ENTRY DETAIL-ELEV. 'D' A SCALE , 1/2'• I'-0' A N C N IT N C T i Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup-com.com M: 0003325 ur Pi V A R K 2� SUBDIV. M L074 SILVERADO LOT #14 BLK #13 PROJECT* 03719.000-14131 MODEL: "2558-HAWTHORNE" GARAGE SYnNG: RIGHT PAGE: ENTRY DETAILS 150 MPH Be. B (TABLE ENO HIP gOOF M`-11` ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45.67) ZONE 3 = 61.06 PSF (71.06) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: -B' RISK CATAGORY: it APPLICABLE INTERNAL PRESSURE COEFFICIENT+-0.18 ROOF DIAPHRAGM 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. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS* 4' O.C. EDGEWISE 20 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 STA. SHANK 8d RING SHANK, 2 1/2' 0.120' 170,D00 RING (1 ORINGS SCREW SHANK PERRINCH) Sd SCREW SHANK 2 1/2' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' COX OR 7/1W O.S.B. PLY WITH Bd 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 S' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Sd RING SHANK GUN NAILS 0 4' O.C. TOP 8 BOTTOM EDGES i.......... M z w Z ZY 1G = U 03 O Z.a Q J_ Y z N LU chw7 �U W O ® � U H U TD M o mw ZD Z OL TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OATRUSS �j e ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS B 6' O.C. IN FIELD 1 CBd RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d x 2 124 SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.7 FIELD GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%ALRENTRNNEO CONCRETE EXPoSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017. Bah EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CIfAAiBRED 314. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630-131ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGROUID WHERE INDICATED ON ELASTICITY . 1,40D,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASIDE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND BEAM WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK. SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS. REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND 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, ft 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 STRUCTURALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP M2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDINGON IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTIONTHIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH. SHALL BE ASTM A186, GRADE 66 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 O CHAIRS SPACED T-O' OC, EACH WAY. TO DESIGNEDTHE 70 BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR C REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. E LUMBER AND ITS FASTENINGS' BY THETH TRUSS DESIGNS SHALL 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 A618 GRADE 40 IN CONCRETE DEFORMED BARS. REBAR SHALL BE ASTM A616 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'OESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIWVTCA SCSI P ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PM AND VERTICAL BARS SHALL LAP 8 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pel TOP CHORD -ran-cancuneM REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 26' #6 BAR - 3W WOOD TRUSSES. 10 pef BTM CHORD-"ancaau"ent k5 BAR - 30" 07 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE S6' x Se"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OFF HIGHEROR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.14982. 15 pef TOP CHORD 20 pat TOP CHORD (7 P>d W/ ASPHALT SHINGLES) (10 pef W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 6 pef BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pE1 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 FBI WIND: DEAD LOAD SPEED=1R2017) MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC IT STORAGE: 10pef. UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: AND A- HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: :40p GUARDS AND HANDRAILS: GUARD NTS: COMPONENTS: 6OOM PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL AGE N SUE, VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION OOpel MASONRY: PLAN SHOWING COMPONENT LAYOIfT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI630/ ASCE S/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 SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm =2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASIDE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL COLUMN GROUT USEDTO FILL MASONRY CELLS ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT - S. UD SHALL COMPLY WITH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION 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 ' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE IO E PROPORTIONED AND MIXED PROPORTIONED OUTLINED UNDER ASTM M HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557.7REA7 ALL O M SHALL BE BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO REMOVE DELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER 70 VERIFY FILL CMU CELLS SOLID WITH GROUT AT CELLS TO RECEIVE EXPANSION ANCHOR ALL CE S AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE OEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS A3 FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTFrUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy . 36 AN FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 36 W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEIR FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPoNSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH ANDfOR WEATHER 1-1/7 FOR 05 AND SMALLER 2' FOR q6 AND LARGER C. FOR CONCRETE NOT DUOSED TO WEATHER 3/4' FOR SLABS. WALLS AND JOSTS 1-1/2"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLK.ATKKI ME TYPE BPACNG REMAWt9 ARPLICATKxI ME TYPE SPACIN PEAfARIS 1.11URRWGTO CASEHARDENE-1. TO G/,P.AGE DOONBUCN 1/A'DIA. TAPCON MASONRY 112'EMSED.,VE6D DST., MASONRY/GONG. HALL 112'LONG, a MASIXJgYILONC. NO WA9MEll FASTENER I -EDGE DIST. MD.K Ea. DOORS CASEHARDEWDCOIL 8'QC WWDOW,ODONFASTENED GAMGEDOORBUCK D. WI A• EMSEO.,VENDDET., f T,SEENOTEe NALLI IM LONG, STAGGERED INTOMASONRYICONC. To-WASHER EXPANBKNJ BOLT Ea•0/C -D.019T. WINDOW SUCK CASE HARDENED COIL `- WIND- FASTENED METAL ST-TO CONTACT THIS ENGINEER FOR SPACING 1RPT,SEENOTEB NULL 112'LDNO. STAGGERED INTOMASONRYICONC. MABONRV/GONG. REQUIREMENTS ExT.SWINGDOOR (El..'D., 'TAPCON' 19 0A: 1-EMBED. 8-END. NON-BEAgING W000 12•° ExPA- A'EMBED. A•EFn N' O� SUCx SA PT, BEE NOTE B NO WASHER FASTNER DIST.,1 12' EDGE DIET. WALL TO CONC.9lAB WI WABHEq BOLT DST., 3• EDGE DST. Sx PT WINDOW/ BUCK PT TO BTEELC0.., SEE e.l W/WA ER STAGGERED E)SEDIST, No_88•PAf •E tre' e'OK: A'END, DIST.,112' 11. 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. PAP SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAP TO THE SUBSTRATE. • Rem I T ■ a T f 6 Grouse 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA#:0003325 MEN tyQi H O y C BUDDIV. tc LOT: SILVERADO LOT # 14 BLK #13 PISOJECT# 03719.000-14131 MODEU "2558-HAWTHORNE" OA -40E 9WDM: RIGHT PAGE: DETAILS 150 MPH W. B DA>IUNTTB- 11/02/20 BCALB. 1/4"=1'-0" BHL'ET S N1 1_, 14 _ F,p�l��pl_ v,y�(� � 3, Yus� �or�os�e�G/� � S l��o w 4% 4.