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HomeMy WebLinkAbout20-893 D City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000893-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 11/02/2020 Permit Type: Add/Alter (Residential) III i Property Number q " Street Address 05 26 21 0080 00500 0010 35898 Saddle Palm Way OwneranformatioiZ=jg.08]1 Permit Information Contractor Information Name: HENRY&NANCY COLON Permit Type:Add/Alter(Residential) Contractor: POMBOS CONTRACTING Class of Work:Add/Alter Residential SERVICES INC Address: 35898 Saddle Palm Way Building Valuation:$8,232.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (954)868-1462 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$8,232.00 Total Fees:$121.74 Amount Paid:$121.74 Date Paid:11/2/2020 2:46:11PM P oject Description CONSTRUCT SCRN ENCLOSURE ON EXISTING DECK Application Fees Building Plan Review Fee $40.58 Building Permit Fee $81.16 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 _ Building Department Date Received ` -1 2,-2-02. Phone Contact for Permittinglz - 23 @aa@@@@e 11 ,r !aaaa Owner's Name ` T lVaneV Cv 10n Owner Phone Number Owner's Address J�gvCl' �ti �a I Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS �r /JS � '1 PuiM c.,Ct, b rh�l)S L J OT# SUBDIVISION • e-rAJ 6 IQ"C PARCEL ID#1® �Ur—21— e`6 o—0soo-0010 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE SFR F__1 COMM = OTHER TYPE OF CONSTRUCTION = BBLOCCK,, = FRAME = STEEL = DESCRIPTION OF WORK G��f, ene(cpSVre- dJ��.�'licS ip) BUILDING SUE SQ FOOTAGE (-J HEIGHT J LLLt.LLL LLL LLLLLL3.W.t'.iL4.CC;Ll'C;4RlLR.RLC9_C C Rif.R R R R i&L R IL R R I.a.IL C L R-L R t t R i RI =BUILDING $ 4 3 z VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION A)O =GAS � ROOFING � SPECIALTY = OTHER Ira FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 0 BUILDER COMPANY 0� 6 ez1 / SO'1E%/Ct SIGNATURE REGISTERED Y/N FEE CURREN Addressqq43 AU *ke Art 3 3CPt,[/License# orl ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y I N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stonnwater Plans w/SIR Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms,R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stonrwater Plans wl Sift Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. ------- ---- - ------------ - ----- -- Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(A/C upgrades over$7500) '• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plat/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application raxts,a-ruu�uci Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed In accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or Intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-6009. Furthermore,if the owner has hired a contractor or contractors,he Is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior. to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that 1,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant Is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deriver it to the"owner"prior to commencement. CONTRACTOWSIOWNER'S AFFIDAVIT:I certify that all the information in this apprication is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be In compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone •'A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other Installations not specifically Included In the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,aher,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,file job Is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRO TS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER O A 3,50—NEY BEFQRE RECORDING YOUR FLORIDA JURAT(F.S.117.03) OWNER OR AGENT — CONTRACTOR A n Subscribed an b�w (o e df T�me this// C Subscribed and by at is Who Is/are personally known to me or ha /have produced Who is/are p rsonal o o me ar hasRtave produced as Identification. as identification. Alc Notary Public Notary Public Commission No. Cam Issi n No. Name of Notary typed,printed or stamped Name Notar�,typed, a or s am e r ^� ., 92ZIQ ELINE YQGES ,ACommission#GG 276457 ii& Expires December12,2022 , l 0n&dTfw Troy Fai .., n Insuro' INSTR#20201 731 61 OR BK 10197 PG 1758 Page 1 of 1 10/15/2020 10:04 AM Rcpt:2215673 Rec:10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT Permit No. `` Property Identification No.� r1 � O s5-2 6-L 1-oa8o r 00.6 00 —DO I 0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.1.3 of the Florida Statutes,the following information is provided in the NOTICE OF CONEWENCEMEQNT. Q ) ,. 1. Description of property(le al descrfgtro"ItueyaMdo �iQnCh�O l d1 �4 l �OStS 61 goon 9 A 66-W 5 1..11I i a) Street Address: 3 F 'S 2. General description of improvements 3. Owner Information ^ a) Name and address: HC�lfl� 's%19(7 Z 1u r�it �s � 3 3.rlj. b) Name and address of fee simpl titleholder(if other than owner) c) Interest in property 4. Contractor Information t ---a)..Name and address: umd) et9rt)1Yt ArG Sl9 e: b) Telephone No.: Fax No.(OpC) 5. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No.(Opt) 6. Lender a) Name and address: 7. Identity of person within lh* tate of orida designat y own }� w om notices or other documpnts ma be served•a) Name and address H r t. 1O N t'�er�tya". hta�1.111 S.A_ -3 3 fb) Telephone No.: ¢l —I Y4 Z Fax No.(Opt.) 8. In addition-to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Stat��u�j��s:� a) Name and address•ffeYltr'f t.oLDN �e 'R"(� b) Telephone No.: �'�( p ..1 Z __Fax No.(Opt.) 9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IDUPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT. STATE OF FI.ORIDA ,/ COUNTY OF PASCO Signature Q•Owner or Ou ;eAuthori Officer/Diremr/Partner/Manager q� Print�c,� ��+r���� He forego' instrument was acknowledged re me this day ,2tt2 L,by'P45T9'IKRfTT��` —r len r as ���D(F/ (type of authority,e.g.officer,trustee,attorney in fact)for Ah ru 1 k 1 (name of party on behalf of wh ininstrument was exec W).- Personally Known_OR Produced Identificadon� Notary Signature Type of Identification Produced�` DL Name(print) Q Verification pursuant to Section 92325,Florida-Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. PoRMSlNOC.rvsM Sip 6fNatwa1 , (' Abmz 4 =oAy L.PAFFORD•State of Florida k HH 003377 ires May 25,2024 - \ STATF OF FLORIDA, COUNTY OFPASC@ THIS ISTDCERTFY/ THAT THE FOREGOING BA | RUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE VVITNESSK8YHANDANDOFF/C|ALSEALTH|S SEC. 05 , TWP. 26 S, RNG. 21 E. AS BUILT SURVEY (FINAL) BEARING BASIS: LOT 1, BLOCK 5 WEST BOUNDARY OF SUBJECT PLAT BEING N 0235'32" E SILVERADO RANCH SUBDIVISION PHASES 6, 8 & 9A PASCO COUNTY, FLORIDA, THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLDSJ:D..BY•A FULL AND ACCURATE TITLE SEARCH, ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. 0 J UNDERGROUND FOOTER, STEM WALL, AND II UNDERGROUND UTILITIES ARE NOT LOCATED OR SHOWN. DO NOT SCALE THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE. PREPARED FOR AND CERTIFIED TO: c¢i CALATLANTICTITLE INC. v NORTH AMERICAN TITLE INSURANCE CO. PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL EAGLE HOME MORTGAGE,LLC AND/OR VERTICAL DIMENSIONAL DATA TO SHOW CONSTRUCTION IMPROVEMENTS. HENRY COLON NANCY A.COLON + = 10' UTILITY EASEMENT TREE LEGEND: 2" OAK 91 + 4" CABBAGE PALM 2" MAGNOLIA / / 1" HOLLY gyp` O OO��� ��\?° �,°° i ah�9 �fYp.F t :•/ �S< ©VCJ� -�/Y�5•�I lI /YI�Q/►/� ra°� �o. ::;);i.••.R.;..•. ,:,' p44 � BLOCK 5 bah° G'�^ „ 's• / o 9• a v N / / S /h I 0 yh o• hh Q{ I \ E < `��°�ti,' N f`�p �i���� G fir 5 e--7PCP(P) CLEAR \ I \•\ k ` �, �.� F o y1e. • •(77O •���� TRIANGLE \ f_ o� .t �� ^ \ /? r14.0� ?o PRM(P)��7 * \ ls� ' P -S CJ >s'>p. \ \ 9. � ".v raV TRACT F �1oA�/ °� PARK AREA BOUNDARY \ 4gA0 PCP(P)`� \ \\ \ SILVERADO RANCH PHASES 2, 3 & 4 (PLAI BOOK 73, PAGE 59) - ND \ \ BO UNDARY RY i4,• FLOOD ZONE REVISED PER \ LETTER OF MAP REVISION ':1 CASE No.: 18.04.4636X DATED: MAY 4, 2018 LINE DATA(P&M) LINE BEARING DISTANCE L46 S 48'55'43 W 12.45 CURVE DATA LEGEND: CURVE RADIUS ARC CHORD BEARING DELTA 1 E-00.0' - EXISTING GRADE C107 778.97 14,11 14,11 N 47'2839 W 010217 P 619 165.00 35,32 35.25 N 47'54'36 E 12T53 P&M 0777 C 25.00 5.03' 5.03' N 36'00.33 E 11'3213 C LOWEST FLOOR ELEVATIONS: -NO CURVE DATA APPEARS ON RECORDED PLAT FOR 0777- LIVING AREA: 107.33' DESCRIPTION: GARAGE AREA: 106.84' LOT 1, BLOCK 5, MAP OR PLAT ENTITLED "SILVERADO RANCH SUBDIVISION ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL PHASES 6, 8 & 9A", AS RECORDED IN PLAT BOOK 075, PAGES 075 DATUM OF 1988. MEAN SEA THROUGH 080, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 120230 0455 D EFFECTIVE DATE: 09/30/1992 Square Feet: 8719.42 ± LENNAR HOMES I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS OF CURB, C/S= CONCRETE SLAB, CH- CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC- CONCRETE, COV,= COVERED, E/P= EDGE OF PRACTICE FOR SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF PAVEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR- FOUND IRON OF LAND SURVEYORS IN CHAPTER 5J-17.051 THROUGH 5J-17.053, ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS,= MASONRY, OR= OFFICIAL RECORD BOOK, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472,027 PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R- RADIUS, SIR-SET 1/2" FLORIDA STATE STATUTES. IRON ROD & CAP No, 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, U/P. UTILITY POLE, W/F= WOOD FENCE JOHN R,BEACH&ASSOCIATES,INC. raw" Y Revlalons: SURVEYORS AND MAPPERS SMS Revlslons: FORM BOARD TIE IN 3/15/19 JMM /�� � 911 WEST ST, PETERSBURG DRIVE Checked By: �G/ ONE OLDSMAR, FLORIDA 34677 JRB FOUNDATION TIE IN 4/2/19 JMM Scale: SIGNAT WAY (813) 854-1276 FAX (813) 855-8370 DATE 1'=30- JOHN R. BE H NOT VALID WITHOUT ORIGINAL SIGNATURE a e: FLORIDA REG."I.AND SURVEYOR No, 2984 LB 4493 AND THE RAISED SEAL OF A FLORIDA FINAL 8/13/19 DJB JEFF M. HA EY ' AL SURVEYOR & MAPPER No,7123 LICENSED SURVEYOR AND MAPPER DESIGN CRITERIA: ALUMINUM MEMBERS DIMENSIONS APPLICABLE CODES,REGULATIONS&STANDARDS ALUMINUM SPECIFICATIONS �� J 1.THE 2017 FLORIDA BUILDING CODE,SPECIFICALLY CHAPTER 16 1.ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS HOLLOW SECTIONS ;Q .(1 N LL Q •, STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM&CH.23 WOOD. OTHERWISE NOTED. 2 x 2:2"x 2"x 0.050" =Z Z = a N 2.AA ASM 35&SPECIFICATIONS FOR ALUMINUM STRUCTURES, 2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2 x 3:2"x 3"x 0.050" PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY #12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER. 2 x 4:2"x 4"x 0.050" U Q THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.2005 ED. 3.ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 2 x 5:2"x 5"x 0.050" uj j z c~i� k :i- c 3.ASCE 7-10&SE 17 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 4.NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. (KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 OPEN BACK SECTIONS �/6,' .• !` \ LLi 5.AC1318 CONCRETE REFRENCE MANUAL. INCHES. I x 2: 1"x 2"x 0.044" J' W 5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN 1 x 3: 1"x 3"x 0.045" WIND SPEEDS EXCEED 75 MPH PER FBC. �� ���i I I I I I �� \\ (5 WIND LOADS 6.SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS SNAP SECTIONS - 1.BUILDING OCCUPANCY CATEGORY,PARAGRAPH 1604.5&TABLE APPROVED BY FLORIDA ENGINEERING LLC. 2 x 2 SNAP:2"x 2"x 0.045" 1604.5:RISK CATEGORY 1. 5. 1"X2"& 1"X3"NON STRUCTURAL MEMBERS MAY BE USED 2.BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS INTERCHANGEABLY. 2 x 3 SNAP:2"x 3"x 0.050" (V N J O O REGION&BASIC WIND SPEED,PARAGRAPH 1609.3.1 &TABLE 2 x 4 SNAP:2"x 4"x 0.045" 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 SELF MATING(SMB) r M MPH EXPOSURE CATEGORY,PARAGRAPH 1609.4.3: C FASTENER SPECIFICATIONS I- M 2 x 4 SMB:2"x 4"x 0.046"x 0.100" I- 3.WIND LOADS PER FBC TABLE 2002.4(MWFRS) 1.FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER w VULT= 130 MPH&EXPOSURE=C ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS 2 x 5 SMB:2"x 5"x 0.050"x 0.1 16" z Q 0 O OR BETTER,INSTALLED TO MFG.SPECIFICATIONS) 2 x 6 SMB:2"x 6"x 0.050"x 0.120" Z 9 O FOR 20 X 20 X 0.013"MESH SCREEN 2.IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, 2 x 7 SMB:2"x 7"x 0.055"x 0.120" N O U HORIZONTAL PRESSURES ON WINDWARD SURFACES= 32 PSF FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 2 x 8 SMB:2"x 8"x 0.072"x 0.224" __ 26 PSF 2 x 9 SMB:2"x 9"x 0.072"x 0.224" J O HORIZONTAL PRESSURES ON LEEWARD SURFACES= 3.WHERE WOOD DECK IS PRESENT USE 1/4"X 3-1/2"GALV.LAG W - J m O) VERTICAL PRESSURES ON SCREEN SURFACES= 9 PSF SCREWS IN LIEU OF MASONRY ANCHORS.UNLESS OTHERWISE 2 x 9(H)SMB:2"x 9"x 0.082"x 0.306" W < . VERTICAL PRESSURES ON SOLID SURFACES= 27 PSF SPECIFIED. 2 x 10 SMB:2"x 10"x 0.092"x 0.374" I ,- 4. 1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST N FOR 18 X 14 X 0.013"MESH SCREEN,APPLIED FACTOR= .88 A.FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED DETAIL A r- 0 FOR ALLOWABLE STRESS DESIGN,APPLIED FACTOR= .6 1/4"X 2-3/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS H ^ c B.FOR WOOD APPLICATION USE#14 X 2-3/4"WOOD SCREW AT 24"O.C.AND 6"FROM ENDS. FOUNDATION DESIGN C.FOR ALUMINUM APPLICATION USE#10 X 1-1/2"SMS OR TEK W M ,0 FOOTING SIZE EXISTING CONCRETE SLAB.NO ADDITIONAL FOOTING SCREW AT 24"O.C.AND 6"FROM ENDS OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED D.WHERE 1"X2"INSTALLED THROUGHOUT AN"OPEN VIEW" CONSTRUCTION IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS Q Q = SOUND CONDITION,FREE FROM STRUCTURAL CRACKING,SPALLING - I- U &OTHER DETERIORATION. MASONRY SPECIFICATIONS 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD O ONO SPECIFICATIONS HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED S O 0 THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: ON TYPE M ORS MORTAR. 1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER IN 2.ALL MORTAR SHALL BE TYPE M OR S. N THE SCREEN ENCLOSURE SCOPE OF NOT,BY ONE OR MORE 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". APPLICABLE: 4,PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING OCT 1 9 2020 0 a.CONCRETE SHALL CONFORM TO ASTM C94 FOR THE REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN z FOLLOWING COMPONENTS: HEIGHT. I. PORTLAND CEMENT TYPE 1 -ASTM C 150 REVIEW DAT t W ii AGGREGATES-LARGE AGGREGATE 3/4 MAX.-ASTM C 33 MISCELLANEOUS CITY OF ZEPHYRHILLS iii.AIR ENTRAINING+/-1 %-ASTM C 260 iv.WATER REDUCING AGENT-ASTM C 494 1.SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL PLAN EXAMINER 0 v.CLEAN PORTABLE WATER COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC 0' vi.OTHER ADMIXTURES NOT PERMITTED R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. ALL WdR' '� �"`L C~tir•ApL_°� ViTIi PR AILIN b.METAL ACCESSORIES SHALL CONFORM TO: 2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A ' III a. ii.WELDED WIRE FABRIC-ASTM A185 IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPERATE 4TH COD i.REINFORCING BARS-ASTM A615,GRADE 60 MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME. 0 (DABUILDING CODE, c.CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO NATIONAL ELECTRIC CODE, OR MORE THAN 5".WATER ADDED AFTER BATCHING IS NOT ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. AND THE CITY DI'z1_pWYFt1¢ILLS PERMITTED. 3.DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN d.PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE THE FIELD. ORDINANCES INSTITUTE MANUAL OF STANDARD PRACTICE,PART 1,2,&3 4.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR INCLUDING HOT WHEATHER RECOMMENDATIONS. SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI e.MOIST CURE OR POLYETHYLENE CURING PERMITTED. GROUT WITH BONDING AGENT. Q f.PRIOR TO PLACING CONCRETE,TREAT THE ENTIRE SUBSURFACE 5.INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED z g.CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR STRUCTURE. ~ BARRIER. 6.ALL 2X4&GREATER ARE TO BE 2 x 4 SMB:2"x4"x0.044"x0.100" U 2.WHEN PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR UNLESS OTHERWISE INDICATED. d J SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI u GROUT WITH BONDING AGENT Fz- W 3.WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT RESPONSIBILITIES O J -J DRILL&EPDXY#5 X 8"REBAR INTO EX.FOUNDATION WITH 1"MIN. 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED U O HOLE,EMBED 4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING U (OR EQUAL)48"O.C.TYP.ALL LOCATIONS CODES,LOCAL ORDANANCES,AND THE ENGINEER SHALL � � Z 4.WHEN APPLICABLE FOR NEW FOOTER TO EXISTING,DRILL& BE NOTIFIED OF ANY DISCREPANCIES. 0 m 000 EPDXY NEW STEEL INTO EX.FOUNDATION WITH 1"MIN.HOLE, 2.FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, o < 0 rn EMBED 6"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION o W (OR EQUAL)TYP.ALL LOCATIONS HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH 0- w U M N 5.MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH zo 0 NOTED. THE ATTACHED DETAILS. oa- 3.FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" DESIGN DATE: 09/28/2020 FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS.CONTRACTOR IS TO VERIFY&ASSURE REVISION 1: DATE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. REVISION 2: DATE PAGE: DRAWN BY: KT SCALE: NTS .8 l p9-S i L ZXl N)Y' X X 0O X X EXE X W - O N) 41 N I EXE 16'-5 4X4X.125 2X3 2X6 2X6 X �9ti 0 o q1 4X4X.125 = 2X6 m N X 07 N N O X X W N N 2X6 -o I GO 2X6 o,� I 1125 / 2X3 8'-3" �_ 4 51.611 18' H_____________ 2X3 O W w 2X2 7CJ N N 1X2 5,_6" - - 7'-1" � 18' . GUNo� %, ���Q�.•��GENS� No. 60102 cn o A X 0 CONTRACTOR: _ m z o o Z POMBO'SCONTRACTING - FLORIDA ENGINEERING LLC L . m N Z v STATE OF CV 4161 TAMIAMI TRAIL, UNIT 101 Z D m PORT CHARLOTTE, FLORIDA 33952 N i m o PROJECT ADDRESS: _ (941) 391-5980 AL m D N COLON www.flengineeringllc.com D m 35898 SADDLE PALM WAY aig E.Gunderson, P.E.#60102 N4.) m ZEPHYRHILLS FL PROJECT NO. 2026820 CA CERT.#30782 TE: 09/29/2020 _ - - - --. \\\\\\\\ 111 I I I ////' 3"X.045X2"LEGS REC.CHANNEL 4#10 X 3/4"SMS REC.CHAN.TO TOP CAP ATTACH 1"X 2"OB 4//l 0 X 314"SMS REC.CHAN,TO BEAM EIS Q N LL d. Lu D O TO POST WITH =Z ;C9 � O TABLE D 2-#10 X 2"S (2)#10x3"SMS INTO SCREW - w O BOSSES FOR EDGE MEMBER - (� CO SCREW REQUIREMENTS = ;U < O: Z #10X3/4 #12X314 _ 0 N COLUMN BEAM PER SIDE PER SIDE =E 2X4 2X4 5 6 i J 2 X 5 6 7 _ 2 X 6 7 7 _c° 'HORIZONTAL OR SLOPE ALUMUMTERNALOR EXTERNALEDGE MEMBER/ 40 ° RECEIVING CHANNEL w/(4)#10x.75" 2X9 10 9 ° ° I OR PURLIN o° INTO GIRT OR PURLIN&(2)#14x.75" I //I I J I I 1111' 0 INTO BEAM OR UPRIGHT 0.062 ANGLE I - - 2 2X6 7 7 - CLIPS MAYBE USED ( , 2X8 9 9 v CV co BEAM PER PLAN (2)#10x2" I Lo p 2 X 6 2 X 6 8 8 INTO BEAM i EDGE MEMBER ---- -j ---- -------- c� 2 X 98 9 I j OR PURLIN PURLIN I MEMBER J M # 2 X 10 10 1 1 9 0 DENOTES SCREW BEAM BRACE I'1 M 2 X 7 2 X 8 8 9 PATTERN-NOT I 0.0625"6063-T6 FLAT PLATE j j `J 7 < - U 2X9 10 9 NUMBER OF SCREWS ------- --- w!(8)#10x3/4"SMS,MIN.1/2" I L (4)#10x2"SMS INTO L Q 2 X 10 11 10 SEE"SCREW REQUIREMENTS" O U INSTALL BRAC EDGE DISTANCE,PLATE MAYBE I SCREW BOSSES - U FOR NUMBER OF SCREWS, TO CORNER FASTENED INTERNALLY TO BRACE SCREW EDGE C TO C EDGE DISTANCE AND C.TO C. - U SIZE DISTANCE SPACING SPACING UPRIGHT,BEAM-SNAP, _ #10 318" 314" PURLIN SELF MATING,OR HOLLOW j 1 � 1 � O QO � COLUMN PER PLANS j LLJ J #12 1/2" 1/2" WQLLLc? 'L DETAIL E-UPRIGHT TO BEAM ~ M CONNECTION SCALE:NTS DETAIL"D"-ROOF BRACING CONNECTION [DETAIL"C"-GIRT OR PURLIN TO BEAMST DETAIL SCALE:NTS Z Q O • DETAIL SCALE:NTS Div TABLE"B"SECONDARY ANGLE SCHEDULE NOTE:IF PAVERS ARE 2"x2"x.063"-DIM.TO MATCH PURLIN r ~ O PRESENT,CONCRETE UPRIGHT QTY.TAPCON/SCREW 'ALL MEMBERS PER PLAN SIZE RECEIVING CHANNEL PURLIN ANCHORS SHALL 2X3 0 `MEMBERS VARY PER PLAN (2)#12 SMS INTERNAL TO EAVE O O OO PENETRATE INTO 2X4 1/2 _______ _ RAIL(3)#12 EACH SIDE INTO PURLIN J r N FOOTING 2 "MIN. -- - ---- ___= L1_ o (v NOTE:WHEN FASTENING 2X6 2/4 ° TO WOOD USE 1/4"GALV. FASTEN TOP OF HEADER I'O INTERSECTING ° LAG SCREW O LIEU OF 2X7 2/4 II II II II O CONC.ANCHORS AND II II MEMBER TIO #10 SMS wl1" II II 2X8 3/6 II a PENETRATION INTO SCREW BOSS OF II EAVE RAIL-SEE PLA ENSURE PENETRATION a II MIN 2-114"INTO 2X9 3/6 MEMBER-NP.BOTH SIDES z STRUCTURAL FRAMING 2X10 4/8 EXTRUSION CK UPRIGHT BENEATH(TYP.) - j - U DOORJAMBt ui SELF-MATING OR li II PER PLAN II (2)#10x2"SMS THRU 1x2 INTO j 1/8"x2"x2"x ANGLE SNAP SECTION TYP. II II II O 5032 H-32 ANGLE j PER PLAN II II II II EAVE RAIL EACH SIDE OF COLUMN II II .-= ====--========= = ==== -= =__ -----_ _ 2-#12 SMS INTO COLUMN 1"x2"O.B.BASE PLATE-TYP. I II ii j 1/4"MASONRY ANCHOR EACH �­, II II ________,_--______ _______ _- - - -- ANGLE-EACH SIDE COL. ° ° 2-1/4"MIN.CONC. it II II ANCHOR EMBEDMENT ii FASTEN HEADER BOSS O HEADER it I II INTO SCREW OF HEAD II x3" L`; „ „ 2"MIN.WHEN GREATER II II "" T ii DETAIL"G"-SLOPED PURLIN THAN 2x4 UPRIGHT IS USED ` j `,,:::; SEE TABLE"B"SECONDARY II li li a CONNECTION SCALE:NTS ',• .`,`,`;; ANGLE SCHEDULE �� ii ALTERNATE HEADER CONNECTION III I:. it II WHEN Z-BAR IS USED-FASTEN II Z-BAR TO COUHEADFR AT EACH I I CORNER AND 180/C ii 1-1/2"x 1/16"PLATE 3000 PSI CONC.SLAB/FTG. \r` (12)1# S SPACING (TOP OR BOTTOM) z 6x6-10x10 SIDE VIEW z WWM OR FIBERMESH it li ALTERNATE BASE PLATE CONNECTION II 2"x2"EDGE BEAM = U ATTACH MEMBER TO BASE PLATE ii - (INTERNAL)w/(2)#10x2"SMS ii 5, 1/4' 1/4"MASONRY ANCHOR ii AT EACH ANGLE - 2-#12 SMS II u II a ATTACH BASE PLATE TO MEMBER jj (2)#10x3"SMS Z CO INTO SCREW BOSSES O O J I II a w/(2)#10x3"SMS INTO SCREW II CONNECTING EDGE _ 114"TAPCON XL(RED HEAD MFG.OR EQUAL) II BOSS OF BASE PLATE II U 2 @ 1x2 BASE a lu II BEAM TO PURLIN 1"x2"FASTENED TO COLUMN (n U _ 2 @ SLAB(BEYOND) II li jj l SCREW BOSSES FOR SMB Q Z ' -- ------- - ------- -- OR SNAP COLUMN 0 O Q LL.I TO CONC w/114"MASONRY .... :.. F a w U M N ANCHOR 6"MAX EACH SIDE I Z O .. I NOTCH COLUMN AS REQ'D. OF POST AND 24"O.C.MAX O R PLAN MN PE n COLU U _, - ------- — _, — — I DESIGN DATE: 09/28/2020 3000 PSI CONC.SLAB/FTG. 1/4"TAPCON/RED HEAD MFG OR EQUAL)W1T14IN 6"OF COLUMN W 6x6-10xl0 FRONT VIEW &24"O.0 MAX 1.114'PENETRATION INTO UNDERLYING FOOTING REVISION 1: DATE WM OR FIBERMESH ALTERNATE DETAIL"G" SLOPED I REVISION 2: DATEJ PAGE: DETAIL"B"-2"x4"OR LARGER SELF MATING PURLIN CONNECTION SCALE:NTS DEETAlL"F"-&X>R JAMS!&HEADER DRAWN BY: KT UPRIGHT TO DECK DETAILS SCALE:N.T.S. CONNECTION SCALE:NTS ,- SCALE: NTS - - � \\1111111111111f/!/// 2"X 1/8"STRAP @ EACH BEAM RAFTER/TRUSS TAIL@24"O/C �y�• _ W SECURE WITH 2#10 X 3"SCREWS- THROUGH STRAP INTO FASCIA Q;UJ O O = 0 N LU O ui 1 X 20.B.0 2 X 2 T1Q BEAM .050"GUTTER STIFFNER =(9 U Q OPTIOT'TAE__ (2)#10 X 3"LAG SCRE @ EACH RAFTER FASTEN TO FASIA w(2) i p H _ N WOOD SCREW '. Z FASTEN TO GUTTER w(2) BEAMPERPLAN 00 `-'t' -#laxz sMs@tz #12 SMS /b' . (` W 2"X 2"BEAM X. _ GLE 0 c ° /////// (4)#10 X 3(4"INTO B 00 ASCIA AND SUB-FASCIA == o WHEN BEAM&PURLIN /111 I 1111 \ (2)#10 X 3"SCREWS HIT TE CORNER- THROUGH ANGLE FASTEN OUTSIDE OF AND INTO GUTTER BEAM&PURLIN r l EACH SIDE SUPER GUTTER w/1/8"x2"x2"ANGLE v CV 2"X 2"ANGLE &(4)#12 SMS EACH LEG J O SEE"SCREW REQUIREMENT" FOR BEAM SIZE OR 4"X 2"X.093 ANGLE z LU (6)#10X314 INTO BEAM 0 0 Q E U (6)#10 X 3/4 INTO GUTTER o 0 00 - D - O FASTEN INSIDE CORNER Q U 0 (BEAM TO PURLIN) O 05 0UJ w/ 12"x2"ANGLE J G w/(2)2)##12 SMS QQQ SIDE VIEW INTO EA.MEMBER W ' . LL I.�) •L '"ALTERNATELY SEE PAGE 5 (BEAM&PURLIN) (9)#10x2"SMS Z GI T M C #10 SMS WITHIN 6" 1/8"PLATE ON 45°ANGLE _ FASTEN GUTTER TO OR 1/8"x2"x2"ANGLE w/(4) ___ cc F'- r-. DETAIL"M"BEAM&PURLIN TO GUTTER INT SMS INTO EACH z C Q r FASCIA wl#14x2" CONNECTION SCALE: NTS INTERSECTING MEMBER ° ° a) ) WOOD SCREW 18"O.C. o (2)#12 SMS ° ° EYEBOLT FOR o � — CABLE TENSION I-- o PERIMETER Il` LL r CD 2x2x1/8"ANGLE (2)#142" (2)#12 SMS \ r % 9 2" (2)#14 WOD SCREWS FRAMING 1/8"STAINLESS STEEL O 00 EA.SIDE OF BEAM WOOD SCREWBRAIDED CABLE INO FASIA 18 O.C. EACH LEG EACH SID FASCIA(2"x6"MIN.EXISTING) 2x2x1/8"ANGLE w/(2) AGIRT \ C4 #12 SMS EA.LEG STRUCTURAL DETAIL"1-2"CABLE CONNECTION GUTTER ° ° AT CORNER SCALE:NTS li H TOP VIEW ALTERNATELY SEE PAGE 5 I - U LLJ DETAIL"H" ii GIRT - SCALE: NTS ii O 1/8"STAINLESS STEEL 3000 PSI CONC. BRAIDED CABLE 6x6-10x10 1/8"x2"x4"STRAP 40°MIN. WWM OR FIBERMESH 0- 2x10 ILLUSTRATED (2)#12 SMS INTO BEAM STRUCTURAL GUTTER 60°MAX. FOR 2X10: (2)#12 SMS INTO GUTTER SIDE VIEW (20)#12 SEE SPLICE SECTION TOTAL 80 SCREWS (2)GUTTER BRACES EA.HALF OF s"°" (40 SCREWS ON EA.SIDE) EACH w/(2)#12 SMS EA.SIDE OF INTO GUTTER&(2)#14 SPLICE PLATE WOOD SCREWS INTO FASCIA h(MIN) 118"x2"x4"STRAP GIRT (2)#12 SMS INTO BEAM (2)GUTTER BRACES 4"MIN.SLAB (2)#12 SMS INTO GUTTER FASCIA EACH wl(2)#12 SMS w/FOOTING 3/8"DIA x 3"EMBED INTO GUTTER&(2)#14 CONC.SCREW ANCHOR (7 __ __ WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) Z Vz uz \ � 2x2x1l8"ANGLE w/(2) o �• 3/16"-5052-H32 GUSSET #12 SMS EA.LEG o 3000 PSI CONC. () J INTERNAL OR EXTERNAL 6x6-10x10 Q 60°MIAX. WWM OR FIBERMESH a' NOTES: (2)#12 SMS z W Z 1.SPLICE DETAIL SHOWN MAYBE ROTATED ❑ J_ FASTENER SPLICE MIN.SCREWS/ MANSARD APPLICATIONS. SCHEDULE SECTION EA.HALF OF EA. SMB 4 U ❑ 2.MAINTAIN MIN.1/2"FROM SPLICE PLATE ° ` PERIMETER TO CENTER LINE OF SCREWS. SIDE OF ° 0 '� WQ 3.ALL SPLICE MATERIALS ARE ALUMINUM BEAM SIZE SPLICE PLATE(A) Z ALLOY (SMB) #10 #12 #14 1/8"x2"x4"STRAP '" 0 p Q _ 6005T-5 2X4 4 2 X 4 X 14" 8 7 6 (2)#12 SMS INTO BEAM GIRT Q Q J I 4.SPACE ALL SCREWS(3/4"MIN.LENGTHN) 2 X 5 2 X 5 X 16" 9 8 7 (2)#12 SMS INTO GUTTER STRUCTURAL GUTTER 4"MIN.SLAB 1.5"x5.5"ALUM.STRAP < O 0 UO LLI EQUALLY AROUND PERIMETER 2 X 6 2 X 56 X 168" 10 9 8 w/FOOTING 5.SPACE#14 IF NECESSARY) 2 X 7 2 X 7 X 20" 12 10 9 TOP VIEW MASONRY ANCHOR O 0 V N 5.SPACE#14 @ 1"MIN.#12 @ 3/4"MIN AND 2 X 8 2 X 8 X 22" 14 12 10 (TAPCON OR EQUAL) 0 d #10#5/6"MIN DC 6.CUT TOP OF SMB TO FIT TIGHT ALONG 2 X 9 2 X 9 X 24" 17 13 11 - VERT JOINT. 2 X 9X.310 2 X 10 X 26" 21 16 12 DESIGN DATE. 09/28/2020 7.DRAWING ARE N.T.S. 2 X 10 2 X 10 X 26" 26 20 14 DETAIL"L" CORNER CONNECTION DETAIL"1-1"CABLE CONNECTION SCALE: NTS AT FOUNDATION SCALE:NTS REVISION 1: DATE REVISION 2: DATE . PAGE: DETAIL"K"GUSSET CONNECTION DRAWN BY: KT SCALE:NTS SCALE: NTS G-� 111111111111//// - ------------------ ----- - N u4- W © O® 0 (3)1/4' DIA.MACHINE BOLTS j - .Z W 2"x2"FASTENED TO CARRIER wl 3/4"DIA,WASHERS THRU i =Ur :W ` Q O L N p BEAM w/(2)#10x1-112"SMS INTO CARRIER BEAM&POST POST - •U F SCREW BOSSES EACH END 2"x2"x0.062" BEAM PER PLAN 0 BEAM PER PLAN RECEIVING CHANNEL i I z C9 0 ® CARRIER BE d,�' .......•' (3 W ROOF BEAM •---------- - -----I (3)114"DIA.MACHINE BOLTS 1 (SLOPED OR FLAT) ---® NOTE USE SIMILAR DETAIL ------------------ -L-- --� I I I I 11111111111 ' 0 w/3/4"DIA,WASHERS THRU BOLTS w/3/4"DIA, FOR NOTCHED UPRIGHT CARRIER BEAM&POST ,h r CONNECTIONTO CARRIER WASHERS THRU CARRIER BEAM TOP VIEW BEAM&POST U T' N 00 J O o 1"x2"MEMBER ® CARRIER BEAM J Co FRONT VIEW FOR SCREENING (5)#12x3/4"SMS (TYP.EACH SIDE) QE U (2)ROWS OF(5) CARRIER BEAM 0 Z z Q O Q #1 Ox1-112"SMS @ 24" #12x3/4"SMS I _(3)1/4"DIA.MACHINE U (0 O.C.MAX CONNECTING j BOLTS w/3/4"DIA. O V POST NOTCH'D TO RECEIVE BEAM TO 1"x2"CARRIER BEAM FASTENED W/#14x3"QUANITY=BEAM SIZE WASHERS THRU CARRIER (EXAMPLE:FOR 2X8 C.B.USE(8)#14 SCREWS) NOTE:FOR DOUBLE OR TRIBLE CARRIER 0 BEAM&POST W J -j m #10x11/2"SMS @ 24" BEAM,OUTSIDE WEBS SHALL OVERLAP O.C.MAX CONNECTING F POST OR NOTCH L POST AS ABOVE w Q S TO 1"x2"POST I 6x6 I ALL LCTS DE CONNECT Z W T 0 USING MACHINE BOLTS DECRIBED ABOVE. (3)1/4'DIA.MACHINE BOLTS 1 -1/8"ANGLE w/(3)#12x3/4"INTO COLUMN& POST wl 3/4"DIA,WASHERS THRU (3)#12x3/4"INTO BEAM EA.SIDE TYP CARRIER BEAM&POST ALTERNATELY USE: z C r 1 MAIN BEAM TO CARRIER BEAM CONNECTION DETAIL 118"X2"X2"XSURFACE LENGTH ANGLE z O N w/#14x314"QUANITY=BEAM SIZE 0 0 SCALE: N.T.S. (FOR 2X8 BEAM USE(8)#14 SCREWS) FRONT VIEW CORNER CARRIER BEAM CONNECTION DETAIL SCALE: N.T.S. 0 < U SIDE VIEW CARRIER BEAM TO POST CONNECTION DETAIL 0 ( O SCALE: N.T.S. r O CD �1 (4)3/8"x4"TAPCON THRU LL N (2)3/8"DIA.X 4"LOT BOTTOM LEG OF ANGLE EACH SIDE TYP INTO CONC. - 1„ N ® O z ® ® SEE MFG.FOR ANCHOR " 3-3/4"FROM EDGE 3-'+/4"FROM EDGE 1 SPACING/SETBACK OF SLAB(TYP.) OF SLAB(T 3-3/4"FROM EDGE YP.) O f ® ® REQUIREMENTS OF SLAB(TSP.) L O TOP VIEW TOP VIEW TOP VIEW (3)#12 X 3/4" THROUGH ANGLE INTO POST TYP- 4"x4"POST 118"ANGLE w/(3)#12x314"INTO COLUMN& EACH SIDE (3)#12 X 3/L" (SEE PAGE-2 (1)3/8"x5"TAPCON(OR EQUAL)INTO CONCRETE THROUGH POST ( FOR SIZE) (2)ANGLES PER SIDE EA.SIDE TYP SE "POST INTO ANGLE TYP EACH SIDE (SEE PAGE-2 I!8"x2"x2"x33/4" FOR SIZE) (LENGTH)ANGLE EACH SIDE TYP- 2"x4"x0.125 ANGLE (4)3/8"x4"TAPCON (INTERNAL) THRU BOTTOM LEG OF ANGLE INTO CONC CONC . d • e a ° ° e 3000 PSI . ° 3000 PSI CONC. . ° SLAB!FTG. ' SLAB/FTG. .a Q 6x6-10x10 WWM ° bxb-10x10 WWM ° J FRONT VIEW OR FIBERMESH AR FIBERMESH z LL FRONT VIEW FRONT VIEW O W J 4"x4"POST CONNECTION DETAIL 0 SCALE: NTS 4"x4" POST CONNECTION DETAIL 4"x O4" POST CONNECTION DETAIL O 0, 0 z SCALE: N.T.S. (INTERNAL BASE) SCALE: N.T.S. b ir z W } 0 m ¢ 0002 NOTES: z 0 1. 3x3 POST TO HAVE 3/8"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 2"FROM EDGE OF SLAB AND PROVIDE MINIMUM OO a 2"SPACING TO ANY OTHER CONNECTOR.SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS.THREADED ROD REQUIRES 3"MINIMUM EDGE DISTANCE. DESIGN DATE: 09/28/2020 2. 4x4 POST TO HAVE 1/2"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 3-3/4"FROM EDGE OF SLAB AND PROVIDEBMINIMUM 3-3/4"SPACING TO ANY OTHER CONNECTOR. SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS. REVISION 1: DATE 3.WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2"FOR PAVER THICKNESS MORE THAN REVISION 2: DATE PAGE: 2-112"SPECIFICATIONS SHALL BE REQUIRED.PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION. 5 DRAWN BY: KT 4.WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE 1/8"U-CHANNEL W/(3)2-114"TAPCONS INTO WALL AND#12 x 3/4"INTO BEAM E/S QUANITY=BEAM SIZE SCALE: NTS