The URL can be used to link to this page

EL-09-23-2419 GeneratorMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address IIF 999 NEE 99TH ST Miami Shores, FL 33138 Contacts Permit NO.: EL-09-23-2419 Permit Type: Electrical - Residential Work Classification: Generator Permit Status: Approved issue Date: 10/31/2023 Expiration:05/01/2024 Parcel Number 1132060340271 ALBERT & LIZA FERNANDEZ Owner RLV CORP Applicant 999 NE 99 ST, MIAMI SHORES, FL 33138 Robert Vickers 1401 NE 101 St 1401 NE 101 St, Miami Shores, FL 33138 Business: 3057905899 bobvickers@bellsouth.net Mobile: 3057905899 Home: 3057905899 Contractor SAMUEL LIGHTBOURNE 14750 S RIVER DR, MIAMI, FL 33167 Business: 3057905899 allqualityelec@att.net Description: INSTALLATION OF 26K W GENERATOR WITH 200 Valuation: $ 11,486.62 Ins ection Re c uests: AMP AUTOMATIC TRANSFER SWITCH Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.20 DBPR Fee $6.03 DCA Fee $4.02 Education Surcharge $3.60 Permit Fee $352.03 Scanning Fee $12.00 Technology Fee $40.20 Total: $475.08 Building Department Copy Payments Date Paid Amt Paid Total Fees $475.08 Credit Card 09/29/2023 $50.00 Credit Card 10/31/2023 $425.08 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reuulatio9 construrtioq anry mng. Futhermore, I authorize the above named contractor to do the work stated. folal 12� Authorized Signature: Owner / Applicant / Contractor / Agent I Date October 31, 2023 Page 2 of 2 Z:";,I' JVED Miami Shores Village I!, SEP 2 9 2023 Building Department BY G3_� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 -1'� FBC 20� " BUILDING Master Permit No. EL-09- 23-?1.+1� PERMIT APPLICATION Sub Permit No. ❑BUILDING FE] ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 999 NE 99 St •� City Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-034-0271 Is the Building Historically Designated: Yes NO X Occupancy Type: SF Load: Construction Type: CBS Flood Zone: N BEE: FEE: OWNER: Name (Fee Simple Titleholder): Albert Fernandez Phone#:786-564-9152 Address: 999 NE 99 St. City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: bobvickers@bellsouth.net CONTRACTOR: Company Name: All Quality Electric Phone#: 305-968-7832 Address: 14750 S. River Dr. City: Miami FL 33167 Qualifier Name: Samuel Lightbourne Phone#: 305-968-7832 State Certification or Registration #: EC13009246 Certificate of Competency M DESIGNER: Architect/Engineer: N/A Address: City: State:Zip: Value of Work for this Permit: $11,486.62 Square/Linear Footage of Work: 40 ft Type of Work: ❑ Addition ❑ Alteration ❑■ New ❑ Repair/Replace ❑ Demolition Description of work: Installation of 26kW generator with 200 AMP Automatic Transfer Switch Specify color of color thru tile: Submittal Fee $ �'DO Permit Fee$ 357-0 CCF$ 4 2A) CO/CC$ Scanning Fee IZ.60 Radon Fee$ 1-7-0 DBPR$ %' 03 Notary$ Technology Fee$ t.4) 7.fJ Training/Education Fee$ Structural Reviews $ (00 Double Fee $ Bond $ TOTAL FEE NOW DUE$ qZS. DS (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 a3 by who is persona to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �< Sig Print: Seal: JJ+ '�oSScc�r EY ;� ##### APPROVED B MY COMMISSION / HH 3166M EXPIRES: September 27, 2026 The foregoing instrument was acknowledged before me this �Q�Z 1 da of 11 M�_- 0� . 20 Z S by iii- t�Yj1 ho is personally known to me or who has produced • pp —Ave ✓LtC . as identification and who did take an oath. NOTARY PUBIL Sign: Print: Seal: F4ded SANDRAGARaA wy Nblk-State of Florida ommission: GG 945040 Comm. ExpiresJan 7. 202a thro eh NaCanal Notary Assn. Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RECEIVED 5EF 2 9 2023 Notes: All work shall be done according to NEC 2017 FFPC 7"' Edition NEC 702.7 Place sign at service indicating -Location & Type of Generator Scope of work: All above ground conduit strapped to wall, Schd 40 Generator 1 Y." load and 1" low voltage conduit buried from house wall to generator 18" deep, Schd 80 Generator riser rear of pad, stub up area behind genset • Install 1'/<" PVC with 42 THWN w/grd. wires for load Install 1" with 7 conductor low voltage wires for signaling 26kW Generator 6" High Concrete Pad 46 ground wire bonded to gas line Existing 2" Cond. w/ 3- 2/0 THWN Existing 120/240v 200A Meter ; FPi 0 Existing %"Cond. w/#4 Green 1-1/4"Cond. w/ 3-#2THWN & 14 6 Green 2" Cond. w/ 3- 2/0 THWN & 144 Green NEW 200 AMP Automatic Transfer Switch with Integrated Service Disconnect 1"Cond. w/ 7-#16 L.V. control wires CITY COPY ---------- Existing 120/240v 200A PANEL Interior Garage ground wire Miami Shores Vill/aqqAee ,uildin Dep ment Zoning Dept. � aZ Date l� 2 3 Building Dept. Date Subject to compliance with all Federal, State and County rules and regulations. Permit# c m m m M. PhorLa rMS)552-75W W-TU o no �o 00'�Lr�aV 14917SW ulh Ten Fax (aoe) 2298058 Professlolrel Land Surveyor d MaPW Marm POI PMP"Adtlmea 77�rvc >rn .xreec mr✓rm .,rx„oe Legal Da&mfw - 1 LOT 23 E 2`%E 24 BLOCK / 70 SUBOMSION A4Z4Af1 SN[12t'S 9Ff770AlA ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK /4 ATPAPE ?3 OF THE PUBLIC RECORDS OF /--OAOP COUNTY, FLORMA SKETCH OF SURVEY 5 tyPc4J, (3)420 /ne9L.I) L-PG.T4n`s (RaLxdny SM%VY) SCALE 1• = 2V (/U R A ,aa a ►�� Arm. I�as For •^,. T d ONFsrORY CB5 ^ Res # 999 row z1 To Ire - � LOTOF-2 t 3 4 x r 3 0 m e 390 II EO 9m nl: Iz zo � L�hLL tT (\ ' L Li- • q u \i \ C`LLL ll_L LLLL J/ 3 It15elg f P i \ 1 is iy v,, aya R a^ I Iao oa(I v * rNri ^�+ 2G Y.A•.y A}A,N 949 NE 99th 5MET .--- r9 AyFf Iwenf _ �- 70' TOTAL R/W 9AS®ONTNEFI000NSI1RENCE MTE WPI%LRE FEOFML Bb BEYMAOdCV WIEOFFU REv1EeeN 7.l7-9�. raxERFJx OExnem PRdvFim�s e!lu"�EO�YLL� �y�yfp pr zww,AE BASE R000 ELEV BOO COMNMtt MAeFA Lti'= nnwePon PAxeI NUALBER /2LK'S2 _�%J ____._ e`w!W M .PxOPEgtt LIE DxL.0VEg1E.DUML LYL .ILpLR)YFHTL (C) •CALcuIA r• Wffl : MWAY (R):WCO CLFCRANIIWFEACE PA•1 L' Only �a� I Ax alaotx rN r arAr iN J — xcTuvc CaLarm 70 Atwt Pe nNrde 1 LIB &..sdar WAd— M-tow CPFCx. W— MEEIEC7VTNEe6V7M INC Atta"'TCe lnx. Au ,Mc , P.TS L ENC +@ICJt0.WOBR I4 +M VGwal,us<y w, 0•-.ELEYAnm Cg9.CON01Elx l00f BfWlCllla 1tR +aI R 'WW LplCr raIKAE1E WY.YMTFALETEa A -A WSTA E a .fWWTEq UE •URl1IY GlBEM Ctl-CAR]I SI&N BME+vWS1l-0E EIFYIT 6ASBBIT i. .iwv s[ws PCP+PBIWN6NT WNai0. POP(r POS.RYIfBFSELPNPV 6 9 d3S 4t op vr� TT vo . Residence of Albert Fernandez, 999 NE 99 St. Miami Lakes, FL. 33138 Existing Panel A - Interior Garage Voltage: 120/240 1 phase Bus rating: 200 amp M LO # Identification Trio Trip Identification # 1 AHU 1 50A DP 50A DP AHU 2 2 3 4 5 ACU 1 60A DP 30A DP Dryer 6 9 ACU 2 30A DP 20A Fridge 10 11 15A Gen Lighting 12 13 Sprinkler Pump 20A DP 15A SPARE 14 15 15A Small App 16 17 Cook Top 50A DP 20A DP Split A/C 18 21 Dish washer 20SP 60A DP Tesla Charger 22 23 Garbage dis. 20SP 24 Office Lights 20A 20A MWAVE 26 25 Liv Room Lights 20A 20A Office Outlets Small App 15A 20A Garage Lights 28 27 Bedroom 1 Lights 15A 20A Garage Outlets Bedroom 2 Lights 20A 20A Front Porch 30 29 Outdoor lights 15A 20A Bath 1 Lights Hallway Lights 15A 20A Bath 2 lights 32 31 Patio Lights 15A 20A Patio Outlets NEC 2020 (220.83) Existing Dwelling Calcs. Gen. light-2242 sq.ft.x 3va= 6726va Small appliance- 2 x 1500 va = 3000va Microwave 1 x1500va = 1500va Bathroom -Ix 1500 va=1500va Refrigerator- 1 x 800 va = 800 va Oven-240x40a=9600va (Omit-SMM Device) Sprinkler pump - 1/2hp x 9.8a x 120v = 1176va Dish Washer -1/4x5.8ax120v=696va Gar. Dis- 1/4hp x 5.8 x 120v = 696va Dryer-240vx30=7200va Tesla charger-240vx60=14,400va(OMIT-SMM device) General Load Sub total= 23,294va First 8 KVA @ 100%= 8,000va Remainder 15,294 va @ 40 %=6117.60va General Load total= 14,117.60va Air Handler#1-@100%= 12,000va ACCU#1 - @ 100°%=14,000VA(Omit) Air Handler#2-@100%= 7200va(OMIT-SMM Device) ACCU#2 - @ 100%=12,000VA (OMIT-SMM Device) tLEt;-1 KIL;AL. REVIEW APPROVEDy�DAiE Split AC 240vx20=4800va(OMIT-SMM Device) Total Demand = 14,117.60va+12,000va=26,117.60 va/240=108.82 amps NEC 2020 (310.15 87) 108.82a x.83= 90.32a Use #2 AWG For Generator Albert Fernandez All Quality Electrical Services 999 NE 99 st 14750 S. River Dr. Miami Shores33138 Miami Fl. 33167 RECEIVED 2— Residence of Albert Fernandez ,,mac Edward Rojas Plumbing Job Address: 999 NE 99 St. GVI'Date--850 NE 111 St., Biscayne Park, FL. 33161 7 >/�)1teTel; 786-564-9152 Miami Shores, FL. 33138 AppTou �1Ga t�vNC6 (3) 100 Gallon Stand Up (420) Tanks Cable Strapped and Anchored Universal Primary/Second Stage Regulator inch, 3/4" Galvanized Pipe -- 36" 3/4" Galvanized Risers 15 feet of buried''IW Poly -Pipe Total BTU: 330,000 2020 Florida Building code Fuel and gas Table 402.4 (36) Load BTU for underground Longest Run 15'0" 2020 Florida Building code Fuel gas table for Above ground Table 402.4 (27) Total run 2'.6" Above ground metallic galvanized pipe Underground polyethylene pipe Total develop length 17.6" Total load 330,000 BTU MARIA A SOMARRIBA Notary Public - State of Rorica 14D Commission: HH 284525 My Comm. Expires Jul 5. 262E Bonded through National Notary Assr. SEP 2 9 2020 BY: 3/4" Galvanized Piping after Shut Off Valve 12 inches Shut Off Valve Sediment Trap New 26kW Generator, 330,000 Total Max BTU Qualifier Company Name: Edward Rojas Plumbing Qualifier Name: Edward Rojas State License Number: (f, fq-?) CC #f:/1 n 26 kW INCLUDES: • True Power`" Electrical Technology • Two-line multilingual digital LCD Evolution'" controller (Engl ish/Spanish/French/Poduguese) • 200 amp service rated transfer switch available • Electronic governor • Standard Wi-Fide connectivity • System status & maintenance interval LED indicators • Sound attenuated enclosure • Flexible fuel line connector • Natural gas or LP gas operation • 5 Year limited warranty • Base fascia • Listed and labeled for installation as close as 18 in (457 mm) to a structure.' `Must be located away from doors, windows, and hash airintakes and in accordance with local codes. FEATURES O 0 O N INNOVATIVE ENGINE DESIGN & RIGOROUS TESTING are at the heart of Gen- emc's success in providing the most reliable generators possible. Generac's G- Force engine lineup offers added peace of mind and reliability for when it's needed the most. The G-Force series engines are purpose built and designed to handle the rigors of extended run times in high temperatures and extreme operating conditions. TRUE POWER" ELECTRICAL TECHNOLOGY: Superior harmonics and sine wave farm produce less than 5%Total Harmonic Distention for utility quality power. This allows confident operation of sensitive electronic equipment and micro -chip based appliances, such as variable speed HVAC systems. TEST CRITERIA: ✓ PROTOTYPETESTED ✓ NEMA N1G1-22 EVALUATION ✓ SYSTEM TORSIONAL TESTED ✓ MOTOR STARTING ABILITY MOBILE LINK' CONNECTIVITY: FREE with select Guardian Series Home standby generators, Mobile Link Wi-F allows users to monitor generator status from any- where in the world using a smartphone, tablet, or PC. Easily access information such as the current operating status and maintenance alerts. Users can connect an account to an authorized service dealer for fast, friendly, and proactive service. With Mobile Link, users are taken care of before the next power outage. GENERAC GUARDIAN® SERIES esidential Standby Generators Air -Cooled Gas Engine Standby Power Rating 0007290-0, G007291-i GENERAC — — L us c us LISTED cxw Note: CETLor CUL codification only applies to unbundled units and ini6 packaoed with limited circuit switches Units packaged with the amen Switch am ETL or OL certified in the USA only. O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION: This state -of -the -ail power maximizing regulation system is standard on all Generac mod- els. It provides optimized FAST RESPONSE to changing load conditions and MAIg- MUM MOTOR STARTING CAPABILITY by electronically torque -matching the surge loads to the engine. Digital voltage regulation at m 1%. O SINGLE SOURCE SERVICE RESPONSE from Gener ic's extensive dealer network provides parts and service know-how forthe entire unit, Irom the engine to the small- est electronic component O GENERAC TRANSFER SWITCHES: Long life and reliability are synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line Is offered with Its own transfer systems and controls for total system compatibility. — GENERAC �. "� PROMISE ®`"s �� _ GENERAC 26 kW Features and Benefits Gnginc • Generac G-Force design Maximizes engine "breathing" for increased fuel efficiency. Plateau honed cylinder walls and plasma moly rings help the engine run cooler, reducing oil consumption and resulting in longer engine life. • "Spiny-lok' cast iron cylinder walls Rigid construction and added durability provide long engine life. • Electronic ignilion/spark advance These features combine to assure smooth, quick starting every time. • Full pressure lubrication system Pressurized lubrication toall vital bearings means better performance, less maintenance, and longer engine life. Now featuring up to a 2 year/200 hour oil change interval. • Low oil pressure shutdown system Shutdown protection prevents catastrophic engine damage due to low oil. • EPA Certified for non -emergency applications Allows unit to be used for demand response applications. • High temperature shutdown Prevents damage due to overheating. Generator • Revolving field Allows for a smaller, light weight unit that operates 25% more efficiently than arevolving armature generator. • Skewed stator Produces a smooth output waveform for compatibility with electronic equipment. • Displaced phase excitation Maximizes motor starting capability. • Automatic voltage regulation Regulating output voltage to t 1% prevents damaging voltage spikes. • UL2200listed For your safety. Transfer Switch (if applicable) • Fully automatic Transfers vital electrical loads to the energized source of power. • NEMA 3R Can be installed inside or outside for maximum flexibility. • Integrated load management technology Capability to manage additional loads for efficient power management. • Remote mounting Mounts near an existing distribution panel for simple, low-cost installation. Evolution" Controls • AUTO/MANUAVOFF illuminated buttons Selects the operating mode and provides easy, ata-glance status indication in any condition. • Two-line multilingual LCD Provides homeowners easily visible logs of history, maintenance, and events up to 50 occurrences. • Sealed, raised buttons Smooth, weather -resistant user interface for programming and operations. • Utility voltage sensing Constantly monitors utility voltage, setpoints 65%dropout, 80% pick-up, of standard voltage. • Generator voltage sensing Constantly monitors generator voltage to verify the cleanest power delivered to the home. • Utility interrupt delay Prevents nuisance start-ups of the engine, adjustable 2-1500 seconds from the factory default setting of 5 seconds by a qualified dealer. • Engine warm-up Verifies engine is ready to assume the load, setpoint approximately 5 seconds. • Engine coal -down Allows engine to cool prior to shutdown, setpoint approximately 1 minute. • Programmable exercise Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every other week Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel costs to the owner. • Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. Compatible with lead acid and AGM -style batteries. • Main line circuit breaker Protects generator from overload. • Electronic governor Maintains constant 60 Hz frequency. Unit • SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature, withstanding winds up to 150 mph (241 km/h). Hinged key locking roof panel for security. Lift -out front for easy access to all routine maintenance items. Electrostatically applied textured epoxy paint for added durability, • Enclosed critical grade muffler Quiet, critical grade muffler is mounted inside the unit to prevent injuries. • Small, compact, attractive Makes for an easy, eye appealing installation, as close as 18 in (457 mm) away from a structure. GENERAC 26 kW Features and Benefits Installation System • 14 in (35.6 cm) flexible fuel line connector Listed ANSI Z21.75/CSA 6.27 outdoor appliance connector for the required connection to the gas supply piping. • Integral sediment trap Meets IFGC and NFPA 54 installation requirements. Connectivity (WI-Fi equipped models only) • Ability to view generator status Monitor generator with a smartphone, tablet, or computer at any time via the Mobile Link application for complete peace of mind. • Ability to view generator Exercise/Run and Total Hours Review the generator's complete protection profile for exercise hours and total hours. • Ability to view generator maintenance information Provides maintenance information for the specific model generator when scheduled maintenance is due. • Monthly report with previous month's activity Detailed monthly reports provide historical generator information. • Ability to view generator battery information Built in battery diagnostics displaying current state of the battery. • Weather information Provides detailed local ambient weather conditions for generator location. 26 kW GENERAC` Specifications Generator Model 0007290-0 G007291-0 (26 MV) Rated madmum corinuous power rapacity (LP) 26,000 Wags' Rated maximum continuous power capacity ING) 22,500 Watts' Rated voltage 240 Hated maximum continuous lad current -240 volts (LP/NG) 108.3 / 93.8 Total Harmonic Distortion Less than 5% Main line circuit breaker 110 amp Phase 1 Number of rotor poles 2 Hated AC frequency 60 Hz Power factor 1.0 Banery requirement (not included) 12 Volts, Group 26R 540 CCA minimum or Green 35AGM 650 CCA minimum Unit weight file / kg) 518 / 235 Dimension (Lx W x H) in / can 48 x 25 x29/ 121.9 x63.5 z 73.7 Sound output in dB(A) at 23 B (7 m) with generator operating at normal load- 67 Sound output In dB(A) at 23 it (7 m) with generator in Quiet -Test '• low -speed exzmise Mode- 57 Exercise duration 5 min Engine Engine type GENERAC G-Fora 1000 Series Number of cylinders 2 Displacement 999 cc Cylinder block Aluminum W/ cast ima sleeve Valve arrangement Overhead valve Ignition system solid -slate W/ magneto Governor system Electronic Compression ratio 9.5:1 Starter 12 VDC Oil capactly including fitter Approx. 1.9 fit/ 1.8 L Operating rpm 3,600 Fuel consumption Natural gas ftx/hr lm3/hd 188 532 Full Load 333 (9.43) Liquid propane Ila/hr (gaVhr) (L4hr] 75 (206)17.781 12 Lad Full Lad 132 (3.63)113.73] Note Fuel pipe must be sized her full load. Hequired fuel pressure to generator fuel inlet at all lead ranges -3.5-7 in water column (0.87-1.74 kPa) for NG, ta12 in water column (2.49-2.99 kPa) for LP gas. For BTU content, multiply fta/hr x 2500(LP) or it x1000(NG). For Megaloule coaenl multiply ma/hr x 93.15(LP) or ni x 37.26 ING). Two-line plain tat multilingual LCD Simple user interface for ease of operation. Mode button: AIRO Automatic slat on u811ryfailure. Weekly, BI-weekly, or Monthly selectable exerciser. MANUAL Stan with slader control, unit stays on. If utility fails, transfer to lad hakes place. OFF Slops oft. Power is removed. Control and changer still operate. Heady to RmVMaintenance messages Standard Engine inn hours Indication Standard Programmable start delay between 2-1500 seconds Standard (programmable by dealer only) Utility Voltage LassAleNm to Utility adjustable (brownout argent) From 140-171 V/ 190-216 V Future Set Capable Exerciser/Exercise Set Error waming Standard Hun/AtanMAtaimenara logs 50 events each Engine start sequence Cyclic tanking: 16 sec on, 7 rest (90 sec maximum duration). Starter lock -out Starter cannot re-engage mail 5 sec after engine has stopped. Snarl Battery Charger Standard Charger Fatdl/Missing AC warning Standard Low Baftery/Baftery Problem Protection and gallery Condition indication Standard Automatic Voltage Regulation with Over and Under Voltage Protection Standard Under-Frequency/Overlad/Stepper Overcment Protection Standard Safety Fused/Fuse Problem Protection Standard Automatic Low Oil Pressure/High Oil Temperature Shutdown Standard Overmork/Overspeed (@ 72 Hz)/fpm Same loss Shutdown Standard High Engine Temperature Shutdown Standard Internal FauMlncoract Wiring protection Standard Common external fault capability Standard Field upgradable fimrwaro Standard Baling definitions -Optional Standby: Applicable for supplying backup power for the duration of the utility power outage wim correct maintenance performed. ' No overload capability is available for this rating. (All ratings in accordance with BS5514, 1S03046, UL2200, and DIN6271). Maximum their amps and current are subject to and limited by such factors as fuel BTU/Megajoule conlent, ambient temperature, altitude, engine power and condition, etc. Maximum power decreases approximately 3.5% for each 1,000 8 (304.8 m) above sea level and approximately 1% for each 10'F (6 °C) above 60 T (16 °C). "Sound levels are taken from the from of the generator. Sound levels taken from other sides of the generator may be hether depending on installation parameters. ics. EPA coo ied be non-Wneigenyapplicatims 26 kW Service Rated Automatic Transfer Switch Features • Intelligently manages up to four air conditioner loads with no additional hardware. • Up to eight additional large (240 VAC) loads can be managed when used in conjunction with Smad Management Modules (SMMs). • Electrically operated, mechanically -held contacts for last, clean connections. • Main breakers are rated for 80% continuous load. • 2-Dole, 250 VAC contactors. • Service equipment rated, dual coil design. • Rated for both aluminum and copper conductors. • Main contacts are silver plated or silver alloy to resist welding and sticking. • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mounting fleabilily. Dimensions 200 Amps 120/240, Is Opel Transition Service Rated Refight width Depth R1 112 cot W2 in 26.8 30.1 10.5 13.5 6.9 cm 67.95 1 76.43 26.67 34.18 17.5 wire Ranges Conductor Lug Neutral Lug I Ground Lug 250MCM-#6 350MCM-#6 2/0-#14 GENERA' Switch Options Made] G007291-0(26 kW) No. of poles 2 Current rating (amps) 200 Voltage rating (VAC) 120/240,10 Utility voltage monkor (fixed)' -Pkk-op 80% -Dropaul 65% Return to Utility' Approx 13 sec Lit. or UL listed Slandara Enclosure type NEMMUL 311 Circuit breaker protected 22,000 Lug range 250 MCM - #6 'Function of Evolution cuntroeer Exercise can be set to weekly, bi-weekly, or monthly 26 kW GENERAC' Available Accessories Model # Product Uescriptlen G007101-0 Battery Pad Warmer Pad warmer rests under the battery. Recommended for use If temperature regularly falls below 0'F (-18 °C). (Not nec- essary for use with AGM -style batteries). G007102-0 Oil Warmer Oil warmer slips directly over the oil fitter. Recommended for use if temperature regularly falls below 0 °F (-18 °C). G007103-1 Breather Wanner Breather warmer is for use in extreme cold weather applications. For use with Evolution controllers only in climates where heavy icing occurs. G005621-0 Auxiliary Transfer Switch The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load that may not be Contact Kit needed. Not compatible with 50 amp pre -wired switches. G007027-0 - Bisque Fascia Base Wrap I0t The fascia base wrap snaps together around the bottom of the new air-cooled generators. This offers a sleek contoured appearance as well as offering protection from rodents and insects by covering the rifting holes located in the base. G005703-0 - Bisque Touch -Up Paint Kit If the generator enclosure is scratched or damaged, itis important to touch up the paint to protect from forbore corrosion. The touch-up paint kit includes the necessary paird to correctly maintain or touch up a generator enclosure. G006485-0 Scheduled Maintenance Kit Generac's scheduled maintenance kit provides all the items necessary to perform complete routine maintenance on a Generac automatic standby generator (oil not included). G007005-0 Wi-R LP Tank Fuel Level The Wi-Fi enabled LP tank fuel level monitor provides constant monitoring of the connected LP fuel tank Monitoring the Monitor LP tanks fuel level is an important step in verifying the generator is ready to ran during an unexpected power fallure. Sta- tus alerts are available through a free application to notify users when the LP tank is in need of a refill. G007000-0 (50 amp) Smart Management Module Smart Management Modules (SMM) are used to optimize the performance of a standby generator. It manages large elec- G007006-0 trical loads upon startup and sheds them to aid in recovery when overloaded. In many cases, using SMM's can reduce (100 amp) the overall sae and cost of the system. G007169-0-413 LTE Mobile Link Cellular The Mobile Link family of Cellular Accessories allow usersto monitor generator status from anywhere in the world, using G007170-0 - WFFV Accessories a smart phone, tablet, or PC. Easily access information such as the current operating status and maintenance alerts. Us - Ethernet ers can connect an account with an authorized service dealer for fast, friendly, and proactive service. With Mobile Link, users are taken care of before the next power outage. G007220-0 - Bisque Base Plug Kit Base plugs snap into the lifting holes on the base of air-cooled home standby generators. This offers a sleek, contoured appearance, as well as offers protection from rodents and insects by covering the lifting holes located in the base. Kit contains four plugs, sufficient for use on a single air-cooled home standby generator. Model UPC G001290-0 696471087307 G001291-0 696411087314 GENERAC Dimensions & PCs LE" SWE M, FRONT VIEW ,�a Dimeosims ftmamapprounale. See inslallatbn malllel IDTmet dimensams 00 NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES' ;a m M v N 40 fy N O N W Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • gem rac.com 02MGenerac Power Sysams.lne MnIrtsmsevad. All swificarkamam WmjwItoclanp vmhMr !ft& Part No.AaeM026e94 Nev.0 04r&=2 Smart Management Module (SMM) FEATURES GENERAC GENERAC° LOAD MANAGEMENT 50 Amp Smart Management Module (SMM) f a MI i 4 ETAUS Intertek Model. G007000-0 UPC,696471070002 Generac's Smart Power Management System is designed to optimize the performance of a standby generator or PWRcell'" energy storage system (ESS). The system can consist of up to eight individual Smart Management Modules (SMM). Unlike other load management systems that depend on another control device, the SMM's are self -aware and operate autonomously. Frequency is the true measure of system performance, and does not need to factor in increased ambient temperatures, elevation changes, or generator fuel type. The SMM monitors the frequency (Hz) of the power being produced by Generac's standby generators or PWRcell ESS. If frequency falls below a certain threshold of a correctly sized system, the SMM will automatically shed the managed loads to allow the system to recover. The modules can be set to a load priority between 14, or be set in a lock -out only mode for loads that do not need to run in an outage. This reduces the minimum size of system required for a more cost-effective solution. * it is recommended to size the generator or PWReell ESS with appropriate excess capacity to allow starting of the largest managed loads (i.e. loads with highest starting currents). Each managed load of the SACM and SMM must be assigned a unique priority setting, so no two managed loads attempt to start simultaneously. See owner's manual for more information. SMM SPECIFICATIONS Powersupply source................................................................................................................................................................................... 240 VAC (from line input) Contactvoltages.............................................................................................................................................................................................................220/240 VAC Contactorcoil voltage............................................................................................................................................................................................................ 240 VAC CoilVA inrush..............................................................................................................................................................................................................................30 CoilVA sealed .............................. -............................................................................................... ................................................................................................. 6.5 Poles................................................................................................................................................................................................................................................2 Resistiveamps...........................................................................................................................................................................................................................50 F/L Inductive amps..........................................................................................................................................................................................................................40 Lockedrotor amps.........................................................................................................................................................................................................................180 NEW.............................................................................................................................................................................................................................................3R Enclosurerating .................................................... ..................................................................................................................................................................... UL 50 Frequencyselectability ...................................................................................................................................................................................................50 Hz/ 60 Hz Smart Management Module (SMM) Dimensions Model G007000-0 Height (in /mm) H1 6.17 / 156.8 H2 2.36/60 Width (in / mm) W1 7.06 / 179.4 W2 4.72 / 120 Depth (in / mm) 3.7 / 94 Weight (lb / kg) 2.06/ 0.94 Shipping weight (lb / kg) 2.44/ 1.11 SMM Controls GENERAC` mL Dimensions and Controls W1 1 I • •' __w, LED ON = LOAD CONNECTED LED RASN 1S =LOAD SHED PRIORITY 6 T LOCKOUT LOAD ON GENERATOR LED RASH 3S = 30 MIN LOCKOUT LED RASH 6S = GEN LOAD LOCKOUT LED Off = NO MODULE POWER s r ® O O 0 LOCKOUT TEST DISABLED Priority Dial (A) Sets module priority. Lockout Switch (B) Prevents load from operating when system is operating under backup power. Test Button (C) Disables contactor output for a specified time. LED (D) Provides module status with easy viewing through the external viewing window located in the upper right comer of the module. GENE RAC• Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com 0202D Gaa2c Po SysRnc. Ino. AI d"resmret AD spedficatld6&e MW to dWge Monac: notice. Pat No. 1 DWW29407 R&E 07/3w2020 PRECAST PADIts (ON -GRADE APPLICATIONS ONLY) • r. MIAMI DADE COUNTY GENERATOR f �4 w Aq - - ._` - [i SEW SIGI ND ESIG_N REQUIREMENTS: � t DIG (BASED C N ASCE 7.10 & FLORIDA BUILDING DE SIXTH EDITION DR' PAD -.=- • - - (2017)) -- - ton THICKNESS - - H .j AT -GRADE SIGN METHOD - - -- - a"G� ULTIMATE DESIGN WIND SPEED Vuh - 175 mph PAD _ NOMINAL DESIGN W= SPEED Vis11_ - 136 mph RISK CATEGORY - tl INTERNAL PRESSURE COEF - N/A • ISOMETRIC VIEW EXPOSURE CATEGORY - C WIND DIRECTIONALITY FACTOR KO- 0.85 ENCLOSURE CATEGORY - N/A HEIGHT H - AT GROUND PAD DIMENSIONS: GENERATOR TABLE: GUST EFFECT FACTOR - 0.85 P AT HEIGHT H qh - 56.57 Ib/n2 CONCKLTI PAD GFUMAIDR - - ` - GENERATOR UNIT BY c SEPARATE SUBMITTAL „ 3 (SEE SCHEDULE FOR n MINIMUM WEIGHT REQUIRED) I f , • i - - 54' LENGTH - - • PLAN V1fW BRAND&MODEL CAPACITY WIDTH LENGTH HEIGHT WEIGHT COMMENTS Generic 005872 & OOS884 14 KW 25.00" 48.00" 28.80" 4391bs Generic 6459, 6461, 6462 16 KW 25.00 " 49.00 " 28.80 " 513 Ibs Generic006721 16KW 2S.00" 48.00" 28.30" 448tbs Generic 005873 & 005885 17 KW 25.00" 48.00" 28.80" 4551bs Generic 005874&OOSS86 17KW 25.00" 48.00" 28.80" 421lbs SEE Generic 005875 & 005887 20KW 25,00" 48.00" 28.80" 451lbs CALCULATIONS Generic 006729 & OD6730 20 KW 2S.OD" 48.00" 28.80" S161bs (NEXT SHEET) Generic 006SS1 & OD6552 22 KW 25.00 " 48.00 " 28.80 " 5261bs Kohler 14RES & 20RES 14.20KW 26.00" 48.00" 28.8D" SOOIbs Generic 7035, 7036, 7037 16 KW 25.00" i 48.00" 28.80" 406Ibs Generic 007038 & 007039 20KW 25.00" 48.00" 26.80" 443lbs Generic 007042 & 7043 22KW 25.00" 48.00" 28.80" 466ibs FORCE COEFFICIENT Cf - 1.43 WIND PRESSURE: P - qh G CI - 41.10 Ib/R2 (ASD) LATERAL ANCHOR TOP D SCHEDULE' P - MAX( h h G CI (1 $11 911 - 33 941b/N2 (ASD) UPLIFT - -- A GENERAL NOTES •SUBSTRATE DESCRIPTION I I. THIS STOIM HAS PEEN DESGMD AND SHALL RE FABRICATED IN !* (2)-3/8'0DEWALT ACCORDANCE WIT" THE REQUTRtM[H75 p S1/E FLORIDA BVIIDlh4 CODE SIXTH EorroN(1017). 'r CONCRETE: SCREW -BOLT♦ OR 1, REQUIRED WI D LOADHALL 5 CCIAATE FOR E WITH I (6000 PSI I EQUIVALENT. 2' FULL DETERMINED UNDESR ON A 1)J JOB•SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE (IF MIN.) 'ENDED TO CONCRETE„ REQUIRED BY THE ANJ), SITE•SPECIFIC LOAD REQUIREMENTS AS 3- MIN. EDGE I DETtRMtNED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE SHALL DISTANCE, 6- MIN. I BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE •ASD• CAPACITY I SPACING TO ANY AD A NT ANCHOR VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ]. DIMeffSloNS AND WEIGHI OF UNITS SHALL CONFORM TO SPECIFICATIONS RANK oa6549 �e`ts lOrrr �> �19. IN I SIGNATURE ON SHEE SMET DOES NOT I AN ENGINEERS t SIGNATURE 6 SEAL N 2 a Oa F " 0 W na .J N t1 a U.�N o =�u wwULLix �<tu Ot ID Z Be V W 2oE 3 a: i oLwu STATEDWREIN. NOTES: A. UNITS MUST BE CERTIFIED ON PAD WITH OPPOSITE SIDES HAYING EQUAL+n CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIrtED. Q W W 1. ANCHOR QUANTITY PER LONG SIDE S. THE AREA UNDER CONC-1 RETI SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS. ROOTS. AND FOREIGN WATEAIALS REMOVED PRIOR Q NY �Mr > N OC 2. EMBEDMENT AND EDGE DISTANCE TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. THIS PART THIS J iL pp a LL EXCLUDES FINISHES, IF APPLICABLE. 3. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 6 RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT Of DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES. 7, ELECTRICAL GRMW. WHEN REQUIRED, TD BE DESIGNED h g?OTALLED By OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE. FORNAC.E. ETC.) SHALL ENE AS PER MANUFACTURER RECOMMENDATIONS AND ARE TIM LL rA F r W N ,� � � � f` Q S W LY E CONCRETE PAD 33 '\ 4. ENSURE MINIMUM SPACING TO ANY ADIACENT ANCHORS. MANUFACTURER'S EXPRESS RESPONSIBILITY OfTHE CONTRACTOR. 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN OMV. USE Of THIS SPECirICATtON BY CONTRACTOR, et. at. Q ^ UJ U p M W M g ROAD MESH - -- -- y 5. FOLLOW INSTALLATION INSTRUCTIONS TO INDEMNIT ES 6 SAVES HARMLESS THIS ENGINEER FOR Ail COST ► DAMAGES 11 fn 6" MIN f - INSTALL ANCHORS. INCLUDING LEGAL FEES 6 APPEWTE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION P'RACIICCS BEYOND THAT LL d' GROUND --. 1 WHICH IS WILD FOR BY LOCAL STATE, ► FEDERAL CODES 6 FROM a _ nlvuTsoas OFTHIS PAN. 9 WATER-TIGNM tSS OF EXISTING FTMISMES STALL RE THE FULL otsoof stMITY Of TM INSTALLING CONTRACTOR CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MIMBRANE IS 54" - ---- - i GENERATOR ATTACHMENT BASE, MENITH RESTORED AFTER FABRICATION AAD D4STALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT M AESPONSISEE FOR AMY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS I`y 0 i • , • , • 3.VARIES MODEL �,, WATER-tIGHTNESS 5HµBE L THE FULL RESPONSIBILITY OF THE INSTALLING O , ' ; C I S GENERATOR MOUNTING CONFIGURATION: GENERATOR -- SEE GENERATOR SPECS \ SEE ANCHOR SCHEDULE aMTRACtOR. T0. THE ROLE OF THIS ENGINFIR FOR THIS PROJECT IS THAT Of SPECIALTY ENGINEERAMD NOT THE ENGINEER Of RECORD. CONSEQUENELY• TINE S l Ri ` q R 6r d GENERATOR ATTACMMEEA' BASE -_ _ _ \ OR 3!,'AT Ai ALUM ANGLE i. -�c ARCHETECUINGiNEtR Of RECORD SNAIL BE RESPONSIBLE FOR THE IMEGRMOr µL SUPPORTING SURFACES TOTHIS DESIGN WHICH SHALL •- • ` - W/ (4) s 10 SS 316 SELF -DRILLING I \ RUBBER VIBRATION PAD - ` ERE COORDINATED BY THE PERMITTING CONTRACTOR. 1 t. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC 0 � L7 # L g ?x t:o" ��.� SCREWS (OPTIONAL) PROJECT SITE. INFORMATION CONTAIMED HEREIN IS BAStDON CONTRACTOR DATA AND MEASUREMENTS. ENGINEERING EXPRESS {�'�'1-•.'. d, _... - - ! - - - �—SHALLHUM - -- ��F TO GENERATOR _ (SEE GENERATOR SPECS)' ` -SUPPLIED LIAWANYFORII( WYltE 1 tLE D ' -- , OR IRA DATA OR MEARESPONSUREMENTS, RIENS10NSVARE SHOWN TO E>1 RUBBER VIBRATION -%/ - _ D' —`-''•--: -`.:• I' -. tLLUSTMR DESIGNFORCES AND OTMA DESIGN CRITERIA TINT MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE UMITATIOMS SKCtFIED HEREIN R ly S H F GENERATOR PAD (OPTIONAL) '\ - ( �' '"v - � - 7 ,i - - TP► r.'ORLt SHALL BE FIELD VtPUFIED SY OTHERS PRIOR TO COMStRUCTfON. q ENGINEERING EXPRESS SHALL BE NOTIFIED AND GNfN AN OPPORTUNITY TO TS SNNN Q S a`l g Lx,J W W (SEE CONCRETE PAD SCHEDULE FOR _ _ _ i'� - _ ` `� CONCRETE PAD _ . --6,000 PSI NORMAL 'I ! REEVALUATE OUR WORK UPON DISCOVERY Of ANY INACCURATE I . IMfoRMAnoNPLIORTOMobtnaTEDNaExmIMGFt[LOcormnlons 'I I I 1 I J.1 f pEEp}S E = = I bIHE/FSIONSBWEtGHT - '�� - _ - WEIGHT CONCRETE Mix I UD AND FABRICATION AND tNSTA1LATION OF MATERIALS, ALTERATIONS OR't I i 2 Y ` +i REQUIRED) ; CONCRETE PAD - - I; h_ _ �,- X tF--l� 1 ADDITIONS TO THIS DOCUMENT ARE NOT PERMRTEO AND INVALIDATE OUR CERTIFICATION. COf104ow ENWNE[dNG tvM[SS 6,000 PSI _- - �/ - \, WEIGHT '�� ROAD MESH > I1. EXCEPT AS EXPRESSLY ►AMIDED RtRETN• NO ADOH10NAl CERTIFICATIONS J 6" : NORMAL CONCRETE Mix ' OR AFFIRM IMNSARE INTENDED. 19-16293 ABOUT ABOUT THIS DOCUMENT A "A SCALESNIS TERS DOCUMENTTtONs UNLESS NOTED, is �1 i 32" WIDTH • - - 54" LENGTH - ----i NOTES: 6NouVOMMATxIMCANatfovwIII 1. Y DISTANCE DEPEND ON GENERATOR CASE LENGTH. NO LESS THAN 2'. VtSM1 «erMcnl[DeaY R t. H�Eri kt a FRONT VIEW 2. X DISTANCE 3- FROM UNIT EDGE TO CLIP. 3. 2 DISTANCE DEPEND ON GENERATOR BASE WIDTH. NO LESS THAN n4 Wt6 Ae0uss rawoten O a - SIDE VIEW ANCHOR REQUIREMENTS ORHHNW Voles 1T Veto cano T Ta.6oro ORtetfYL EM•[MRll t1RTFFitaitON «rc.oY-ft a m 3 Spacing C[xena EGgR QRI Cnreaa 1p i g SCREWBOLT+- I4.u4-v¢S. kCv a a PG�B:gC�n g R g^'a88 a Mom rrB� § � i asaeos�,mmmm � o bbb�bb.b bb Yy ; bcbbbbbbbob k � 3 8mmmmmmmm 88$$88818$88 — 3� E§sP> 9�E�sm�E55$ �Q CGrC: CIIC: iss 1 N DES �`W°W�SM: aoy Y C m w t m C m n F IN It N cl WW WW a� om S $$EEE E'$oSE �zaxoz x�o oeo 3s --o~o WiW--WWi �d -Wt:W iW§ASR- Wev �' 20„ aa� bb b- opo 9§94§R >§4a _ RRbo o 000 _ � g §§boObb§oD R RRRRR R'R 2Ro 'YY$$YY p'.m:mm 'RAF 4 W W ¢ RWRx9 oRxTTEaa`�'�F PRECAST PADS Q.g FyR x €p= RF=- g �°p 01-'.' _o $p I� E� I" m qq - C. 39801 FOREST DRVE EUSTIS, FL CORPORATE .1110E K j p �R� p � y o~ - n� 76a-3136 160 SW 12M AVE, SUITE 106 '" 01 (305) C3442 DEERFIELD BEACH, FL 334 E� YE 62g # E Yd i Y b nRrrtX vE[ FREEAST PADS FOREST DRIVE swl ssl.vaw ORREORIpIxEFRIxREaPiEss Eon n gR» BBBap 13vx W only—T—nReia nXtnna 39NI n,me c EH NEFRINGEXVRESS COn ]Fp RECEIVED m UNIT DEPTH (MAX. SIZE PER DESIGN SCHEDULE).\ r-----------,- SMALL UNIT ANGLE IT (SEE DESIGN SCHEDULEUNON SHEET I i a o USED TO SUPPORT e&5 FOR A/C UNIT SIZES AND I u w UNIT DEPMS THAT WEIGHTS) LZj ARE LESS THAN THE I I Z a �n STAND DEPM. SEE��(�--YY I C z DETAILS ON SHEET 17 STAND DEPTH PER DESIGN SCHEDULE CHE � w G L(2)1/5-20 THRUB )LTS TO INTERLOCK SQUARE 3 TUBING TOP OF - 1 OOF HOST STRUCTURE ROOF 2 FINISH 4 ANCHORS --- - BJLSE PLATE PER PLATE "STDJHD/XHDII (SEEANCHOR EE SCHEDULE 1 ASS MBLY ELEV/ FOR ANCHOR 1 SCALE: V.I.-0• IN SPECS) /.\UTILIZE NEXT -HIGHEST STAND HEIGHT FOR HEIGHT FROM FINISHED FLOOR. SPECIAL CONDITIONS REQUIRE SITE -SPECIFIC ENGINEERING. TOP OF t ROOF FINISH O 3' MAX ASSUMED ROOFING THICKNESS UNIT DEPTH MX.SIZE PESCHEDULE) r---I. Owj I O I P� I SEP 2 9 2023 SMALL UNIT ANGLE USED TO SUPPORT UNIT DIMS THAT SPACING, SEE DETAILS ON SHEET 17 T C. 48= TYP. U c AND DEPTH i HOST STRUCTURE A. -- 3' MA%.DOMED 4 ANCHORS ® EASE PLATE ROOFING EANCNOTE "FIXED -HD" ASSEMBLY THICKNESS (SEE R SCHEDULE 2 ELEVATION FOR ANCHOR SPECS) 1 SCALE: I•=1'-0- END ELEVATION *-- N� :'= I BI(SEE RED.) ��^ SCNEDJ (SEEm�� I�E (SEE v, XNED. 5CHE0.) E 1I 1 CROSSMEMBER CROSSMEMBERor 1QUICH Da. All (3-BEAM) CENTER C —1 —� V TXN 15F '•1'-0• CENTER Of SHED. FIATS (SEE I I r _—0.750' DETA11 L3) 4$=LL�yII' TREE. TACLf) lTp.4,.k Y..PGO 0156-BOLT2So• IJB- �2 A C'Tro) j 4 C-CHANNEL UN TILL 11 6'=nB• G ANGIF EPLATE OIE FOR ANCHOR WITH V E'•J'-D• to. DIAMETER Ya LARGER THAN ANCHOR DI METER PASAMAMRM FE NRpM BU 9M5 MAXIMUM ALLOWABLE'_ DESIGN PRESSURES: \ f �,. AS NOTED IN Dlgltally DESIGN SCHEDULES Frank Ben L�- „ Date: 2020.12.2.12.2 � DESIGN NOTES: 11:06:43-05'DD FU16921.1 0 DESIGN PRESSURES CALCUTATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED SEPARATELY ON AJOB-SPECIFIC BASIS IN -I Op ACCORDANCE WITH THE GOWRRNING CODE USING ASO METHODOLOGY. REC AS / y �i ACORPDANCEWITIR9CE7- IB ANEDCHMIERI60FTHERORIDA uBUILDj wm BUILDING CODE((ABDE V NPPUCMUE SNTH EDITION HALLD&&LESS THAN OR EppUAALLTO THELATERALAND UPUFTDESIGR PRESSUREGPACITYVALUESLISTED 'LI !''I{i{ N -yIgI HEREIN FOR ANY ASSEMBLY AS SHOWN. DIVU Ne GENERAL NOTESyo'mg't I. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN".)PvuD1yW- ACCORDANCE WITH THE STRUCTURAL PROVISIONS OFTIE FLORIDA BUILDING CODE SEVENTH EDITION (2020) THE 2018 INTER14ATIONAL �'�j'-�''BSNJ°r Oi O ILDING CODE R USE WITHIN AND TSIDE OF THE HIGH � 1. R EEO ow �iNTNCOH ENSURE THtACHINALLATINASMBLY [ CLASS 0, SO5•0.061, UIb00355, SEISMIC DESIGN CATEGORY D, SEISMIC MHANOS ON NDN ST0.0CTORAL COMPONENTS (MECHANICAL COMPONENTS, AC UNITS), FPMAA - 46 LBS, AR•2.5, RP•6.0, UP TO J00' MAN. A MAAIMVM DIMENSIONS AND WEIGHT OF A/C UNIT SHALL CONFORM TO SPECTFIGiIONS STATES HEREIN, MINIMUM 11W OR MAXIMUM AS LISTED HEREIN. S. MC ARCNtiECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SMALL BE RESPONSIBLE MR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS 0651GN WHICH SHALL SE COORDINATED BY ME PERMITTING CONTRACTOR. 6. RGCTON FORCES UNTO FOR USE WIN HOST STRUCTURE SAE B. ALL EATRUOED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 5061-T6 OR6005•Ti. 9. ALL EXISTING CONCRETE SUBSTRATE SHALL HAVE MINIMUM F< COMPRESSTVE STRENGTH Of 3000 P51 AS VTRINEO BY OTHERS. UNIT DEPTH UNIT / WIDTH 30ALUMINUMWEUMNGSHGLBEISRFORMED INACCOADANCE WITH FBC UCTION 2003.6. LA WITH WEM FILLER ALLOYS MEETING RFSNAWSAS.10 STAWITH THE S TO ALUMINUM DE ULTSIGN MAN AL, TGN ABLE A, STRENGTH IN ACCOR UNCE WITH ME ALUMINUM DESIGN TABLE A.2.6 WELD S333 MAN ES.TO ALL CONSTRUCTION SMALL SE IN CONFORMANCE AS Ir AND METH RUCTION AS SET RH THE TOLERANCES, QUALIFY AND IC OF S WTI.ELECTHE NCES'(SA (SANITY E AME WELDING SOCIETY'S FORTH UI FBC SECTION H1N AND THE ANERI WELDING F UM K. WELD IC Yj' MRWT STRUCTURAL WELDING CON ALUMINUM. THROW, V FULLPERIMETER NOTED. FULL PERIMETER FILLET WELD UNLESS UNLESS OTHERWISE E M INSSE NEC RESPONSIMETRILYSIS. MEMBERS iRON S DISSIMILAR MATERIALST DI PREVENTEN STOW t GROUTS WIRE EIEDBYOT GROUND. WHHANICAIRED.MCATIONS DESIGNED 6 ELECTRICAL 2 IN OTHERS. MECHANICALBPE T AND TONNAGE, BE RERRECOM(ELEANIONSA TON NAGE,ETC.)SHALLCEAS PCROFN ECONTRCTOOMMENWTIONS ME THE EXPRESSRESPOHSIBILR/T OR. 1 EN VA MTES STRUCTURAL el GM AS 13. ENGINEER 5E0'TFIXED SHOWN ONLY. USE HISSECIFICVKIWTCONTRACTOR. M. M. SPECIFICATION BY COMMROC, 2 T INDEMNIFIES& S HARMLESS THISENGINEERFOR ALL COSTB DAMAGES LEGAL PEES C A E FEESRESULTINGPROP, DING LEGAL 1 ERECTION, IC MATERIAL FABILIur10N, sYSren ERECrIox, COxs1RVCIlFE FABRICATION, FEDERAL CODES BEYOND T AT WNICH IS CALLED MR BY LOCAL. STATE. & fEDERAL CODES REF. MIIAR &FlIDM DEVIATIONS OF THIS MAN. CONFIGURATION F- 14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE DETAILS i INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR I REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR MEIN CONJUNCTION WITH THIS DOCUnENT. O IS, EXCEPT AS EXPRESSLY PRMTDM NEREIN, NO ADDITIONAL CERTIFATIONS ORAFTIRMATIONS ARE INTENDED, 1 STAND WIDTH ^ F6 yl I6. Al(ICSTANOS SHALL SE LABEUM CONTAINING'. B LEG SPACING PER w PRECISION ALUMINUM PRODUCTS, INC. DEERFIELD BEACH, FL CONFIGURATION DETAILS /� gau00-L=E�y FLORIDA PRODUCT APPROVAL NUMBER IF It I STAND COMPONENTS STAND TYPE/COMPONENT SCHEDULE STAND TYPE PART DESCR. STD HD XkD FIXED -HD 2 OUTER TUBE 1.25" x 1.25" x 1.50' x 1.50" x 2.00" x 2.00" SIZE 0.093" 0.093' x 0.093" N/A (B1 x Bi x tl) OUTER TUBE 2.00" x 2, SIZE N/A N/A N/A 2.00" x 0.093' (B! x BI x tl) INNER TUBE 1.00' x 1.00" x 1.25" x 1.25' x 1.75' x 1.75" 2 1 O SIZE 0.125" 0.125" x 0.125' N/A (82 x x t2) O POST SIZE 1.5" x 0.090' 1.9" x 0.145" 1.9' x 0.200" 1.9" x 0.14S' OD X THK •4"_ X 4' UP TO (�5 BASEPLATE SIZE 4" X 4' 24 STAND 6" X 6" 5' X 5' (PI x PS) R •5" X 5" FOR 30' STAND HT LEGEND: • "HD"= HEAVY DUTY • "STD" - STANDARD • "XHD"- EXTRA HEAVY DUTY 0SHALL BE UTILIZED FOR HD FIXED ASSEMBLY ONLY MEAN UNIT HEIGHT & MAX FACE AREA CALCULATION DIRECTIVE.THIS DIRECTIVE SHALL BE USED TO CALCULATE THE MEAN MAXIMUM ACE AREA OF ANY MULTIPLE UNIT CONFIGURATIONITHEIGHT & EXAMPLE CONFIGURATIONS: ; NOUNIT NIEIGHT MAY • MAX RAIL SPAN LEN 2 UNITS:2 FRAME CONFIGURATION t--W2� .» UNITEAC UNITT [ACM1zW1)H2xW2) 4504 6' MAX RAIL 1 MAXt SPANt 3 UNITS:3 FRAME CONFIGURATION �— W2— j W3 j,F2,UWNr2r) AC UNIT AC UNIT Mkt �6' MAX RAIL SPANt 4 UNtTS:4 FRAME CONFIGURATION ,�y f---W2 I �W3� �W4� FHCl ITs1 N AC NIT AC UNIT = AC UNIT = (H2xW2) (H3xw3) I (H4xW4) 450u ��_ MAX RAIL _4 MAKt coeu♦ lE INCREASED TO 8000 MAX FOR "XHD" STANDS GTH IS LIMITED TO S' FOR "XHD" STANDS 16" MAX HEIGHT DIFFERENCE' HOW- - --'----------- _ ' + 6' MAX -RAIL t— SPANt —� 16" MAX 16' MAX HEIGHT DIFFERENCE' DIFFERENCE' HEIGHT �E�v —�a-1 ------- TiO.r�------ _...Ilr: ' is �'... :'�. ;I f. •- :3- �6' MAX RAIL SPANt 16" MAX 16' MAX 16" MAX DIFFERENCE' HEIGHT DIFFERENCE' HEIGHT DIFFERENCE* _4HEIGHT F1t:Ita�lr�!I`:ii ---- 1 _ �i--____— Ti At' II',i` i 1 �6' MAX RAIL _4 SPANt NOTE: THE NUMBER OF UNITS PER STAND CONFIGURATION MAY BE •MAXIMUM ALLOWABLE HEIGHT UNLIMITED PROVIDED THAT MULTIPLE UNITS CONFORM TO THE DIFFERENCE BETWEEN ANY UNITS IN A MEAN UNIT HEIGHT & MAXIMUM UNIT FACE AREA RESTRICTIONS MULTIPLE UNIT CONFIGURATION IS UTILIZED IN THE DESIGN SCHEDULES. RESTRICTED TO 16" MAX. FORM%N USED FOR DETERMINING MEAN UNIT HEIGHT & MAXIMUM UNIT 1. CALCULATE THE MEAN UNIT HEIGHT BY THE FOLLOWING EQUATION: • TWO UNITS: P • THREE UNITS: • FOUR UNITS: +H + + • "n" UNITS: H1+H2_ +H� 3 2. CALCULATE THE MAXIMUM UNIT FACE AREA BY THE FOLLOWING EQUATION: • TWO UNITS: (HlxWl)+(H2xW2) • THREE UNITS: (HlxWl)+(H2xW2)+(H3xW3) • FOUR UNITS: (HIXWI)+(H2xW2)+(H3xW3)+(H4xW4) • "n" UNITS: (H1xW1)+...(HnxWn) r— —_ ---- ----------------------- —� II EXAMPLE SCENARIO: II 11. CONSIDER A FOUR UNIT CONFIGURATION WITH THE DIMENSIONS AS SHOWN BELOW. ( 2. CALCULATE THE MEAN UNIT HEIGHT. • FOUR UNITS: H1+112� _ 20"+� 24' MEAN UNIT HEIGHT 13. CALCULATE THE MAXIMUM FACE AREA. I I • FOUR UNITS: I I (H1xW1)+(H2zW2)+(H3zW3)+(H4xW4) =(20"x21")+(29-x25")+(22'x22')+(25"x27") I IIrF 2304in2 II I_j TOTAL FACE II AREA- 2304 in= I —21' L-- 5' — }-22 t--27" II — 24" MEAN i NIT HEIGHT t-L -- — ---------- — — -- _ _ _ _ — —------- - RECEIVED SEP 2 9 2023 10W ,MM1in. � W WIV.nM IPt V5F WIM MSl smun...eWwcAncu wXr ®��®FE�JF�F[:1taF�F�F®R�E�iaF�F�Rt��FI�F�FC�i� .FlCli FA "WWA �®®%/®%®%/05WAFMI® %//%%//I %////%//I F./////%AMA51 .02 %I%I�//%/.%//I%////.%%/I 1=141111 �Z=� 1111101111111 1111013CM11111 R1E)Dil• U/// llnllnm� I/// I5M �20& i6d17t411�t%}2II� F® 1111110111111 I////I%/5 I///. IffW ►/// //I%//I.I//III%///I////I%//21Fff ff///. I/////.I///.I///III//I.I////I%///.I////I //A%/ %// A%//I%////I%///%////I %///. II////%///.I/////%///. /////%///%////I%///%/////%///%////I%///%////5 AW//I%////I%//AIMMMM I%//I%////I I//// � DESIGN SCHEDULE NOTES: 1 Na� [4[VA,FO FA(F UFi. ee LWNTo ceuss nuX '�uw gwH.uow.Ne N[L eM+¢xr10.+A,tai I. M/M.O MTVEi i6,fO KN,x �P STAND EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WINO PRESSURE N UPLIFT FOR ANY GIVEN MECHANICAL UNIT CONFIGURATION THAT CONFORMS TO THE DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEET 2 MR MEAN UNIT HEIGHT B MAXIMUM FACE AREA CALCULATION DIRECTIVE. SEE SHEET 2 FOR COMPONENT SCHEDULE. SEE SHEET 16 FOR ANCHOR SCHEWLES.) MECHANICAL UNIT/STAND CRITERIA: CONSIDER THE INSTALLATION OF (A) MECHANICAL UNITS. (1)-20-TALL X 24' DEEP X 21- WIDE, (I)QB' TALL X 24' DEEP +2S WIDE,(1)-22- TALL • 24' DEEP X 22- WIDE, (I)-25-TALL X 2T' DEEP X 2T W IDE,1350 LB MAX WEIGWI INSTALLED WDN THE FOLLOWING CRITERIA: NUMBER OF LEG FRAMES• (5) FRAMES STAND HEIGHT. IS- HEIGHT STAND DEPTH= 24- STAND DEPTH SPREAD MOST SIRVGIII4E ttPE• 3,000 PSI CONCRETE (AS VERIFIED BY OTHERS). PROCEDURE: RESULT: -ME SHEET 2, 1V E PIR METHOD H M U THIS OD OF CL10. I DETERMINE THE MEAN UNIT HEIGHT FOR THE GWEN CONFIGURATION CONFIGURATION HAS BEEN WORMED OUT IN THE EXAMPLE( (MEAN UNIT MFWNT . ]6In) E SHINET 2, CALCULATION DIRECTIVE STEP .2 FOR METHOD OF CALCULATINGH AXI UN TOTAL UNIT FACE AREA. FOR CLARIFICATION, THIS 2 DETERMINE THE MAXIMUM FACE AREA FOR THE GIVEN CONFIGURATION CONFIGURATION HAS BEEN WORMED OUT IN THE EXAMPLE SCENARIO. (MA]TMUM UNTT FACE ARM A UN In.) 3 LOCATE DESIGN SCHEDULE THAT APPLIES TO THE GIVEN CONFGURATON SEE SHEET 3 MR THE 34- STAND DEPTH WITH A MAXIMUM FACE AREA OF 23" Ins. FOR A 23" inH MAX TOTAL UNIT FACE AREA, ON A IS- STAND HEIGHT WITH (5) SUPPORTING FRAMES, THE ALLOWABLE WIND LOADS ME AS FOLLOWS: A DETERMINE THE MAXIMUM ALLOWABLE LATERAL B UPLIFT WIND LOADS ALLOWABLE LATERAL WIND LOAD: S4.6 PSP (FROM TABLE ABOVE) ALLOWABLE UPLIFT WINO LORD: 43.1 PSF UTLUZE ANCHOR TYPES FROM DESIGN SCHEDULE ASSOCIATED WITH THE ALLOWABLE WIND VALUES DETERMINED IN STEP A. FORTHE TABLE 5 INSTALL STAND PER PERMISSIBLE ANCHOR TYPES AND VERIFY HOST STRUCTURE TYPE LISTING, ANCHOR TYPES 2 B ] MAX BE APPLIED. FOR THIS EXAMPLE UTILIZE ANCHOR TYPE 2 FOR CONCRETE MOST STRUCTURE WK. INSTALL STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHEETS 16 6 12. mxarmnx 6 MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE- 54.6 PSF (FROM TABLE ABOVE) MAXIMUM ALLOWABLE UPLIFT DESIGN PRESSURE- 43.1 PSF COMPARE VALUES FROM STEP 16 MTIME SEPARATE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BYA LICENSED T COMPARETOSITESPECIFICOE5IGNCONDITIONS ENGfNEER OR REGISTERED ARCHTIECT: NOT INCUDED INTH(S CERDHGRON.SITE-EPECLFIC PRESSURE REQUIREMENTS SWA48E LESS THAN OR EQUAL M THE LATERAL AND UPLIFT DESIGN ARESSURE ALLOWASIE CAPACITY VALUES LISTED. DESIGN SCHEDULE NOTES: 1. MAXIMUM CALCULATED FACE ARM SHALL N WE P TO LESS O0. SS 1H AREA FOR EACH CONFIGURATION 2. REFERENCEANCHOR SCHEDULE TOR ANCHOR TYPES LISTED HEREIN. TABLE LEGEND: <:=-MOTES EXAMPLE VALUE MR USE WITH COVER PAGE DIRECTIVE HD" STAND D "WIK DEf6URDO, PE ft., 0046549 CAF 98a5 LOAD TRANS/tR INFORMATION fOR 115t WITH HOST ` !1k5 STRLiCTUaE VER1fiCATION ONIr STASD CLEAR HEIGHT MAX MEAN UNIT HEIGHT MAX FACE' AREA Y I A 7 UNIT TO FRAME MA f R RATIO AR FRA MAXI mmm MAX. BASE MOMEhT (M) HU. BASE SHEAR lV) MAX. BASE UPLIFT (T) MAX. BASE GRAVITY (C) ANCHOR TYPE' I OR 4 ANCfHORS TYPE: 2 OR 3 AILCHOR TYPE' t OR 4 AkCHORS TYPE: 2 OR ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 AKI-ORS TYPE: 2 OR 3 MAX ALLOWABLE LATERAL LOAD ALLOWABLE UPLIFT MAX ALL,OWAOU LATERAL LOAD MAX ALLOWABLE ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD ALLOWABLE UPLIFT MAX ALLOWAC4.L LATERAL LOAD ALLOWABLE UPLIFT MAX AVOWABLE LATERAL LOAD ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD ALLOWA&,6 UPLIFT MAY ALLMABtt LATERAL LOAD ALLOWABLE UPLIrr MAX ALLOWABLE LATERAL LOAD ALLOWABLE UPLIFT Is.. 200.0 PSF 3 S7.5 PSP 111.4 PSI 3S.3 ►S7 176.3 PSI L39.2 PSr ISO.O PSF 8.4 PSf Is). I PSI 119.3 PST 128.7 PST 10I.6 PSF 1 S.9 PSF "A PSI 107.4 PSI 84.7 PSI 24700 t6•rf 241.4 t8 334.5 to 684.6 L3 24 " ISM PSF 12S.1 PSP 141.3 PSF 11I.5 PSF 138.7 PSF 109.5 ►SI 121.7 PSF 97.6 ►Sf 116,9 PSf 93_8 PSf 106. t PSF 03.s PSF 99.1 PSF 78.2 PSF $3.5 MP 69.9 PSF 247.0016JT 169.9 to 753.3 LD 642A to 30" 2a " 2760 Ho+ L30.6 PSF 03.1 PSF 130.E PSI 03.1 PSF 114.3 PSF 90.2 PSF 114.3 PSI 90.2 K► 98.0 PSF 77.3 PSP 9&0 PSF 77.3 PSF $1.0 PSI 64.4 PSP 81.6 tF 64.4 PSP 245 70 LS-Ft 156.3 LO 696.5 to 447.8 Lo I6 •• 104.2 PSF sz.3 PSF t04.2 PSI $2.3 PSP 91.2 PSP 72.0 PSr 91.2 vsI 72.0 ►5► 7a.1 PSP 61.7 PSF 78.1 PSI 61.7 PSr 6s•J P51 S1.4 PSP 6sa PSF S A PSr 219.00 LD•fT 124.8 LD 615.3 to 606.E t8 l0 •• 119.6 PSF 94.4 PSF 100.1 PSF 79.1 PW 04.6 PSF a .6 PSf 37.7 69. PSI' 59.7 P5F 70.8 PSF 7S.2 PW $9.4 P5F 14.7 PSf 59.0 PSF 62.7 PSf 49.5 PSI 247.00 LB -FT 241.4 t0 900.9 t0 74S.0 LD 24'• 94.1 PSF 74.3 PSF 62.8 PSF 6S.3 PSF 02.3 PST 65.0 PSF 72.5 PSF 57.2 PSF 70.S PSF S5.7 PSI 62.2 PSF 49.1 PSr 54.6 PSF 46A PSF SL.9 PSF 40.9 PSF 247.00 LO-Fr 189.9 LB 900.7 to 709.9 LR 30" 30„ %� i4= 77.S PSR 61.2 PSF 77•S PSF 61.2 PSF 67.9 PSF 53.S PSF 67.8 PSF 53.S PSF Se.1 PSf 45.9 PSF S8.1 PSF 4S.9 PSF 48.4 PSF 3a.2 PSF 48A PSF 3a.2 PS1 24S.70 LO-FT IS6.S IA 735.7 to 607.0 LB 36 " 61.0 KI 48.6 PSP 6 .a PSP 48.8 PSF 54.1 PSI 42.7 PSP S4.1 PSF 42.7 KT 46.4 PSI 36.6 PSI, 46.4 PSF 36.6 K► 38.6 PSI 30 3 PSF 38.6 PSP 30.5 PSf 229.00 LB -FT 124.8 to 646.5 to 637.8 to 30.1 0& 3 r 69.7 72,8 r 57. PSY 77.2 KF E.? PSF 63.7 VSf 50.3 PSr 66 2 PSF $2.2 PSf Sa.7 PSF 43.1 PSF SS.I 43. KF 4 r A 247.00 Lb -FT 241 A L8 961.3 t6 805.) LB 241, 60A PSF S4.9 PSF 60.3 PSF 47.6 PSF 60 7 PSF 47.9 PST SLa PSF 4t.7 V3f S2. L PSF 42.1 PSF 45.3 PSF 3S.8 PSF 43.4 PSP 34.2 PSF 37.8 PSP 29.8 PSP 247.00 L8•FT 189.9 I8 4ta8.1 LB 7S7.3 La 10" 36'• 6300 m+ 57.2 P5! a5,1 PSf 5712 PSF a5. PSF SD.O PSF 39.5 PSF 50.0 PSf J9.5 KF 42.9 PSF 37.6 PSf 42.9 PSF 33.8 PSF 35.7 PSI 25.2 PSf 35.7 PSF 20.2 PSF 245.70 LB -FT 156.5 t0 774.0 tB 726.1 La 36.. 45.6 PSF 36.0 PSf 43.6 PSF 36.0 PSF 39.9 PSf 31.5 PSF 19.9 PSF 31.5 ►SF 342 PSF 27.0 PSF 34.2 PSF 27.0 PSF 28.S PSF 22.5 PSF 28.5 PSF ZIA PSF 7 9.00 ID.FT 124.a LD 677.7 to "9'0 t6 19 ' 65.8 PSF 52.0 PSF 53. PSF 4 .S PIP S 6 PSF 4S.S PSF 47 1 PSF 77.? ►5: 49 P5f 9.0 PSF 40.4 PSF 31.9 PSF 41 32.9 PER 33.7 PSF 26,6 PSF 24 .30 LB -FT 40.7 LD 1016.) 68 A lB 1a " . { F 4f.1 PSf 44.7 PSF 3S 7 AS.3 PSr S 9 PSF 391 PSP 0.9 PSF 39.0 PSF 30.8 PSF 33.S PSi 26.9 PSF 32.5 ! 25 7 PSF 9.0 PSF PSF 247.00 LOFT e9.9 t8 d9S.7 LD 604.0 LO ]0" 42' 6400 hF 4 .9 PSI 316 PSI 42.9 PST isms PSF ] A PS1 29.6 PSI 37.5 PSf .6 PSF 32.2 PSI 2S.4 PSF 32.2 PSF 23.4 PSI 2" PSI I. PSI 26.8 PSF 2 .1 PSF 45.70 LE -PT 56.5 to 817. to 765.2 IS 36" 34.3 PSI 27.0 PSF 34,2 PST 27.0 PSF 2D.9 PSi 23.6 PSF 29.9 PSF 23.6 PSI' 25.6 PSF 20.2 PST, 25.6 VSr 20.2 PST A.4 PSF 16.9 PSF 21.4 PSF 16.9 PSF 229.00 LO-FT J24,0 L8 708.9 to 700 2 LO lE " 45.8 T 36, PSF 36,6 PSF 30.S PSr 41.4 PSP 32. PST 73 8 PSF 26.7 PSF 3 .S PSF 2310 PSF 79.0 PST' 21.9 PSF 29.6 PSF 23 3 PSF 24.2 PSF 9.1 PSF 42.S0 LOR 23 OLD ION I LS 911.S LB 24" 37.9 PSI .9 PSP 32.2 KT 25A PSI 31,2 PSI 26. PSf 20.2 PSP 22.2 KI 5.4 PSP 22A PSF 241 PSF 19.1 PSF 23.? PSI 18.7 PSI 20.1 PSF 15.9 PSY 247.0016•IT 89. l6 943. B eS2.3 lD 30" 4d " !l520 U+ 3 .3 PSI 1.7 PS► 3 1 PSF 24.7 PSF 27 3 Kf 2 ,6 KF 27 3 PSP 21.6 KF 23.4 PSi 18.5 23.4 PST S VSF 45.70 LB R %.S LB 953.1 791. to )6 " 24.9 PSI 19.7 PSP 24.9 PSr 19.7 P'If 21,8 PSI 17.2 PS► 21.a PSI 3 7,2 ►5► 279.00 LB -PT 124.9 to 740.2 to 692.9 LD II7t ,• .��'� FL# 16921.1 J i or4 LL (L wNU rr. I tr Cal U #Occo :,. jO:'49AOL `(1•i 7t'0 Tt .0 LU . u+ t s U. LA ILI u t0 ILI UJ LOADTRANSFERINFORMATION FOR USE WITH MOST U Z STRUMRC VERIFICATION ONLY Z 0- L24 MAX MEAN UI4(T Hf1GH4T MAY FACE AREA UNIT TO IRAM; RATIO A F . MAX. BASE MAY. BASE SHEAR (V) ►4AX. BASE UPLIFT (t) MAX. BASF GRAVITY CC) ANCHOR TYPE: I OR 4 ANCHORS TTK: 2 OR 3 AN TYPE: OR 4 ANCHORS TYPE: 2 OR I ANCHOR TYPE: I OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYR; 1 OR 4 ANCHOR$ tYR: 2 OR 3 MAX ALLOWABLE u7tML LOAD MAX ALLOWABLE UPUF, MAX ALLOWABLE LATlRAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LAIERAL LC1A0 MAX ALICHWAl1lE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALIIJWABLi UPLIFT ILAX ALLOIYABIE LATERAL LOAD MAX ALLOWABLE UPLIFT MAY ALLOWABLE LATERAL LOAD MAX AVOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MOMtNT(M) 168.0 PSF 248.4 PSF 172.6 PSF 136.4 KF 164.5 PSF 129.9 PSF ]SI.3 PSF II9.d PSF 141.0 PSF 111.3 PSF 129.7 PSF 102.4 PSF 117.5 PSF 92.7 ►SF ID82 PSF SS 4 PSF 247,00 LOFT 225.2 to S76.8 tB 441.2 L8 148.3 PSF 116-9 PSF 141.1 PSF 112.1 PSF 129.6 PSF 101.3 PSF 124.4 PSF 93.2 PSF 111.1 PSF $7.7 PSF 206.7 PSF $4.2 PSP 22.6 PSF 73A PSF 89.0 PSI 70.2 PSF 247.001o•FF 177.4 to %tO,6 LB 43S.4IS 30 " 24 " 2760 m: 171.1 PSF 97.1 VSF 23.1 PSF 9711 PSF f07.7 0S1 85.0 PSf 707.7 f5F 85.0 PSI 92.3 PSF 72.0 PSF 92-3 PSF 72.8 VSF 76.0 PSf 60.7 PSI 76.9 VSF 60.7 PSF 247.0013•FT 147.4LB 47/.0 t8 433.e to 36 " 106.7 PSF 83 4 RIF LOS.7 PSF 83.4 PSF 92-5 PSf 73.0 PSI 92.5 PSF 73.0 PSF 79.2 PSF 62S PSF 79.2 PSF 62.5 PSF 6&0 PSF $2.1 PSF 66.0 PSF S2.1 PSF 247.00 LS•FT 126.6 LB 4".7 LD 433.8111 6 " 1 t.6 PSF 88.1 PSP tOI.S PSI e0.1 PSr 7.0 PSF 77.1 PSI Be ll PST 70.1 PSF 81.7 DSI 66.0 PSF 76.2 PSF 60.2 VSF PSI SS 0 63.6 PSF $O.I 47.00 Lo• rr .M2 to 6 4.I to 478.e kA 14 " 87.9 PSF 69.4 PSP 63 6 PSr 06.0 VIP 76.9 PSI 60, 7 py 73 Z PSP S7.6 PSF 6S.9 PSF S2.0 PSf 62.0 PSF 49.3 PSr 54.9 PSF 431 ow52.4 KV 41 A PSF Z47.00 Lb," 177A IA sw to 465.0 30 " 30" 4650 h• 79.p PSF 57.6 PSP 73.0 py 57 6 FSf 63.9 V6F SOAVSI 6).9 V$r SOA PS? 54.8 PSf 43.2 P$f $4.8 Pp 43.2 PSF 45.6 VSF 36.0 VSF 45-6 PSf 16 0 PR 217.00 47A to 495.6 LB 4S8.t 36 " 62.7 PSF 49.5 ►SI 62.7 PSI 49.3 PSI 54.9 PSI 43.3 PSI 54.9 PSF 43.3 Kr 47.0 PSF I7.1 PSf 47.0 PSI 37.1 PSP 39.2 PSI 30.9 PSF 39.2 PSF "A PSr 247.00 Lo•fT 126.6 LB 465.6 to 454.9 Lb f e " OL3 PW 65.0 PSF 74.1 PSf Sol PSF 72 0 PSF $6.0 PII 64.9 PST 51.2 PS1 61.7 PSF 48.7 PST SS 7 PSF 43 9 PSF 51.4 PSF 40.6 PSF 46 4 PSf 36.6 PSI 247,00 LS•FT 225.2 to 6SI.90 S164 LD 24" 64. PSf S1.2 PSF FS 61.2 F 48.3 PST $6 7 PSF "-a PSF S3. S PSF 4Z.] VSr 48.6 PSF 33.4 PSf 4S.9 PSF 36, z PSF 40.S PSF 32.0 PSF 13.3 PS1 30.2 PSF 247.00 L.8• FT 177.4 t6 569.8 to 494.6 to ]0" 36.1 6300 eN 57.9 PSf 42.5 PSr 53.9 VS/ 42.5 Kr 47.1 PSF 37.I P57 41.1 P5► 77.2 PSF 40.4 PSI 71.9151 40.4 PSr 31.9 PSf 33.7 PSI 20.615E 1 77.7 PSI 26.6 ►S/ 241.00 l64'T 1 147.4 t8 520.z LO 4819 tD 36'• 1 46.3 PSI 36.S PSF 46 3 PSF 34.S PSF 40.S PSF 31.9 PSF 40.S PSF 11.9 VSF 34.7 PSF 27A PSF 34.7 PS: 27A PSF 28.9 PSF PSF 28.9 PSF 22.9 PSF' 247.00 LOFT t26.6 LB 466.9 to a76.0 L$ Is. 6t.7 PSA 48.7 PSF SSA VSF 43A PSf ".0 PSF 42.6 PSF 482 P51 33.0 PSA 46.3 PSI 96.5 PSF 41.2 PSF 32.6 KF 3a.6 PSF 34.5 PSF 371 PSF 247.00 to•FT 22S.2 tD 6119A LB 111.9 t1 Z4.. 46.6 PSF 38A PSF 41.5 PSF 3S.9 PSF 42.9 PSF 33.6 PST 398 PSF 31.4 PSF 36.S PSF 28.8 PSF JA.1 PSF 26.9 PSF 30.4 PSF 26.S PSF 22.S PSF 247,00 LB -FT 177A to 5".3 ID S24.2 to 3D " 42 ' 6400 Xt+ 40A PSF 31.9 PSF 40.4 PSF 31.9 PSF 3S.3 PSF 27,9 PSF 3S.3 PW 27.9 PSF 30.3 PSF 23.9 VSF 30.3 PSP 23.9 PSF 2S.2 PSF 2S.2 Kr 19.9 PSF 247.00 t8•F7 147.4 to S44.7 to S07.S LB 36 " 34.7 KI 27.4 PSF 34 7 PSF 17.4 VSI 30.3 PS? 23.9 PSF 30 3 PSF 23.9 ►S► 2*0 PSP 20.5 PSF M.0 PSf 20.5 PSF 21.7 PSF PSP E22.2PSP 21.7 KI 17.1 PSF 24740 L6•PT 126.6 to Sao .OLD 497.1 to a " 45-0 PSr 3S.S PSF 39.7 PSI 31.3 PSI »A PSP 3 .1 PSP 34.0 PSP 27A PS1 33.7 PSF 26.6 PSF 29.8 PSF 23.5 PSI 29.1 PSP 24.9 Kr 9.6 ►S/ 247.00 US -FT 2 S.2 lD 727.010 S91.S to 4 •• 3SA PSI 20.0 PSF 319 PSI 2S.9 P%F 31.0 PSI MS PSI 26.a PSF 2 .7 PSr 26.6 PSF 21.0 PS1 24.7 PSF 19.5 PSI 22.1 PSI 20.6 PSr 16.2 PSI 247.DO LOFT I77.4 W 62a.9 to S53.6 to „ 48 " 11S20:w+ 29A PSF 232 PSF 29.4 PSP 13.2 PSI 2S.a PSi 20.3 05► IS.a VSi 20.3 PSF 22.E PS► 17.4 PSF 22.1 PSF 17.4 PSF J47.00 MIT 147.4 to S69.3 to $09.6 La 36- 2S.3 VSF 19.9 ►SF 1S 3 PSf ) 9 Kf 22.1 VSF 17.4 VSF 22.1 VSf 17.4 ►SF 47.00 L&FT t26.6 L8 S29.1 18 479.613 N G z O °o � _° 0. U tJ Ul Ly t"t �DO a ^ Do 10 uj v V J tv u- a a z Q Lu Z U m Q C N z a U f W � Q a 14" STAND DEPTH: MAX FACE AREA 22081nz - 92161nE FRAME QUANTM 4-7 FRAMES LOAD TRANSFER INTORMAnON FOR USE WITH MOST STITUC11111t VtR[nunON only S1AND CLEAR HEIGIHT MAX rIEA71 UNIT HEIGHT MAX FACE AREA MAY i AR : 7 MAY f AR UNIT TO FRAME A ' RATIO MAX F AREA - FRAMESMAY F AREA • 4 MAX. BASE MOMENT (M) MAX. RASE SMEAR (V) MAX. BASE UPLIFT (I) MAX. BASF GRAVITY (C) V � 4p 4h.. �r (S 0 LL � 0 S (0.7 o 6 C � � L • ANCHOR TYPE: I OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR riPE: 1 OR 4 ANCHORS TYPE: 7 OR 1 ANCYIOR TYPE: 1 OR t ANCHDRS TYPE: 2 OR 3 ANCHOR TYPE: I OR 4 ANCHORS TYPE: 7 OR 3 MAXAt LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWAM UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAY ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOLYA6tE UPLIFT e " 200.0 PSI IS7.B PSP 187.4 PSF 47.9 PSF 10a.9 PSF 149.i PSF 160.7 PSF t26.9 PSF 57.4 P5F 124.3 PSF 134-0 PSr IMe PSF 125.9 PST "A PSF 07.4 PSF 54.7 PSI 247.00 IS -FT 241.4 to e39.6Is 664.6 La g r All 173.4 PSF 36.9 RSF IS4.S PSr 121.9 PSF 140.6 PSF 1 f 7.3 VSi ]z S PSr tO4.6 fir $z3.8 PSF 97.6 PSF 110-S PSF 37.2 PSF 99.1 PSF 76.2 PSF 06.S PS1 69.9 PSI' 47.00 L0•FT 189.9 La- 7S4.5 tD 662A LO SH q 30" 24 " 2208 .HiF f42.9 P5/ 112.0 ISf 42.9 PS► 112.8 PSF 22.5 PSF 96.7 PSI 12 S PSI %.7 V57 102.0 KP 50.6 PSI 1010 RSF 60.6 PS? 6L•6 P9' 64A PSf D .6 KI 61A PS► 245.70 LA•IT 136.3 t6 697,7 l0 647.0 to G R �C zz ]6" 114.0 PSr 90.0 PSF 114.0 PSF 90.0 PSF 97.7 PSF 77.1 PSF 97.7 PSF 77.1 PV 81.4 PSF 64.3 PSF 81.4 PSF 64.3 PSF 65.1 PSF 51.4 PSF 6S.1 PSF S1A PSF 229A0 LB -FT 124.0 LB 616.5 to 606.6 L13 1Z 1 is" 130.e PSF 107.3 PSF 109.S PSI 96.4 P5F 112.1 PSF 99.5 VSF 93,9 PSF 74.I PSF $3.4 PSI 73.7 PSF 79.3 PSF 61.0 PSI 74. PSF S 0 PSF 62.7 PSF 49.5 PSF 247.00 to•FT ]41.4 ld 24 " 102.9 P5F 0 .2 PSP 90.5 PSr 71.5 ►SF 08.2 PSF 69.6 PSF 77.6 PSI 61.3 PSP 73.S PSF 5&0 PSF 64.7 PSF SI.1 PSF 58.8 PSP SI SI.9 PSF 40 9 PSF 247.00 to-" tag-9 to 902.0 to 709.9 to G 6 30 " 30 " 37z0 .t2 e..a PSF 6s.9 HSf 64 8 KF 66.9 VS/ 72.7 PSF 57,4 PSF 72.7 r5F 57A PSI' 6o.S P5F 47.8 PSF 60.5 PS? 47.8 PSF 48.4 P5► SI 48A Kt 1a.2 PSF 245.70 lo•FT t56.3 t0 736.0 LD 6s7.01.6 w 36 " 67.6 PSI S]A PSF 6T 6 PSI $3.4 PSf S0.0 PSr 45.7 PSI Sao PSI 4$.7 PST 48.] PSI 3e.1 PSI 48.) P5► 3e. t p51 30.6 PSI PS? 38.6 PSI SO.S PS? 2 .00 l0•/T 124.8 lD 6a7,7 LD 6I7A to I &" by 4 I] 18 " 96.5 PSr 76.2 PSI 79.6 ►S/ 62.5 PW 82.7 PSI 65.3 PSr 6e 3 PSr S3.9 PSF 65.9 P5► 54.4 PSr 56.9 PSI 44.9 PSr S. VSf PSI K314.2 45A PSF 36.0 ►S► 247.00 L54'T 241.4 to 952.5 to 005.3 LS 2'.. 75.9 PSI S9.9 PSF 66.0 PSF 5J.1 PSF 65.1 PSF SIA PSF $6.6 PSf N.7 PSF S4,2 PSF 418 PSF 47.2 PSF 37.2 PSF 43.4 PSF PSF 37.5 PSF 29.8 PSF 147.00 L.o•FT 189.9 to 849.4 to 7S7.3 LSJ6 COP(GMT EI ERp4G 1J6RTI " SD40 .H+ 62.6 osF 49A P5F 62.6 PSF 49A VSf SI.6 KF 42.3 Psf SI6 Psf 42.3 ou M.7 PSF 353 HSF 44,7 PSF 35.3 Psf 75.7 PSF P5F 35.7 osf 26.: HSf 245.70Lo•/T 1Sf.S tls 776.0 is 726.1 to20-32768 36' 49.9 KF 39.4 PSF a9 9 PSP 39A PSF 42.8 PSr 33.6 PSr 42 8 PST 11.0 PS► 7S 6 PSF 26.1 PSF 1S.6 PSF 20.1 PS► 28.5 PS► PSP 24.S PSF 2z.S PSI 229.00 MFT 124.E t0 678.9IS 669 0 LD 56.8 PSISdA PSI 4 A K 6 .7 PSf a8.7 V5i S0A PSf i9.8 VS► SI.S PSF 40.6 KF 42.1 PSF 33.2 F 4f.2 PSF .PSf 11.7 PSF 76.6 716.30 lo•fT 240.7 la 1017+0 to 661.4 to SCALE: jH 56.9PSP44.9 P5f •La 9 PSF 38.6 PSF 46.a PSF 38.5 PSr 41.9 05F 33.1 PSR 40.7 PSF 3z.1 PSF 34.9 PSF 27.6 PSF 32,4 PSF 2S,7 PM 26.0 PSF 22A PSP 247.00 LB•FT 109.9 to 896.9 L8 604,3 Lo 42 " 6720 in+ 46-9 PSi 37.0 PSr 461 PSf 37.0 PSF 40.7 PSF 31.7 PSF 40.2 PSF 11.7 PSf 33.S PSF 26 4 PSf 33 S PSF 26.4 VSF 26.6 PSI 2I.1 PSF 76.e Kf zl. L PST 245.70 L8•R 156.5 t8 B1 S.3 lD 765.2 LD ' 7A 48 " 1 9216 W 7 T "HD" STAND DESIGN SCHED 24" STAND DEPTH: MAX FACE AREA 110410 - 4608inli FRAME GUANTM 2-5 FRAMES LOAD TRANSFER INFORMATION FOR USE WITH MOST STRUCTURE VERIFICATION ONLY STAND CLAM HEIGHT MAX MEAN UNIT HEIGHT MAX FACE AREA MAX FACT AREA • FM UNIT TO (RAMP MAX i Aq . 4 A RAT10 F A • M MAX FA AREA : FRA MAX, BASF MAX. BASE SHEAR (V) MAX. BASE UPLIFT (T) MAX. BASE GRAVITY (C) ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR FOE' 1 OR A AP4Cte0R5 TYPE: 2 OR 3 ANC 401k TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 1ANckORS TYPE: 2 OR 3 MA% ALLONABLE LATERAL LOAD MAX UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX AVOWABLE LOAD MAX AVOWABLE UPLIFT UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOLYABLE UPLIFT MA%ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL 10A0 14Ak AVOWA6lE UPLIFT MAK ALLOWABLE LATERAL LOAD MAX AVOWABLE UPLIFT MAX ALLOWABLEEVOLVABLE LATERAL LOAD MAX ALLOYlADtL UPLIFT MOMENT (It) Is" 200.0 PSI 1S7.8 PSF 200.0 PSF 1 S7.8 PSF 200.0 PST 1S7.8 PSF 200.0 PST 1 S7.8 PSF tes.9 PSi 149.1. PSF 160.7 PSF' 1I6.9 PSF t25.9 PSF ",4 PSF 107.4 P5F 54.7 PSF 247.00 LB -FT 241 A LS 539.6 LB 684.6 t0 24" 200.0 PST 157.3 PSI 200.0 PSI 137.6 PSI 198.2 PSI 156.4 PSI 176.5 PSI 139.3 PSF 148.6 PSI 117.3 PSF 132,S PSI 04.6 PSF 99.1 PSI 75.2 PSI 88.$ PSF 69.9 PSF 247,00 LB•rt 189.9 LB 7S6.1 LB 662.41E 30' 21 ^ 1104 ntt 200.0 PSI IS7.8 PSI 200.0 PSI 157.5 PSI 163.3 PSI 125.9 PSP 163.3 PST 128S PSI 1 122.5 PS %.7 PSI 122.5 PSI 96.7 PSI $1.6 PSI 64.4 PSI 8 .6 PST bk4 PSI 245.701.8-177 156.5 LB 699.3 LB 647 LB 36 "1 162E PSF 128.6 PSF 162.6 PST 118.6 PSF 130.3 PSF 102,8 PSF 130.3 PST 102.8 PSF 97.7 PSF 77.1 PSF 97.7 PSF 77.1 PSF 65.1 PSF S 1.4 PSF 63.1 PSF 51.4 PSF 229.00 1.847 124.E LB 620.3 Ib 606.6 LB B " 142.9 PSF 117.8 P9F 142.9 PSF JIZB PSF 142.0 PST 1 112,8 PEP 12S.1 PSF 98.7 P5F 1 2.1 PSF BB.S PSI 93.9 PSF 74.1 PSF 74.7 PSF 59.0 PSF 6 .7 PSF 49.5 PSF 247.00 LB -FT 241.4 B 900 0 LB 4S.0 LB 24 " 14I.9 PSF 12.0 PSF 129.2 PSF 102.0 Per It 7.6 PSI 92.E PSI 03A PSI 81.6 PSI 65.2 PSI` 69.6 PSF 77.6 PSF 61.3 PSF 58, 8 PSF 46.4 PSF Sl. PSI 40.9 PSF 247.00 t &PT 189.9 LB 803.E 709.9 LB 30" 30 " 1860 mt 1213 PSI` 93.6 PSF 1 1. PSF 95.6 PSP 96.9 PSF 76.5 PS/ 96-9 PSP 76.5 PSI 72.7 PSF 57.4 PSI 72.7 PSI` 57.4 PSI 48.4 PSF 38.2 PSI 48.4 PSf 38.2 PSP 24S.70 LB -FT 56.5 LB 740.7 LB 687.0 to 36" 90.E PSf 76.3 PSI 96.E P51 76,3 PSI 77.3 PSI 61.0 PSf 77.3 PS► 61,0 PSI $8.0 P5► 45.7 PSI 58.0 P5► 4$,7 PSI SB.6 PSI 30.9 PSI 38.0 PSF 30.5 PSI 229.D0 LQ-rt 124.8 LB 6SL9 t8 637.8 La 16 " [08.9 PSI 89.7 PSI 57.1 PSI 90.9 PSf 71.8 PSI` 82.7 PSF 05.3 F5f 68.3 PSI 53.9 PSI SS- PSI 47.5 ►SF 45.0 PSf 36.0 PSP 1247.00 l.B•rt 24 .4 LB 9b6.7 L8 805.3 lB 14 " 8S.6 PSf 94.2 PSF 74.3 PSF 86.8 PSF 68.5 PSF 75.4 PSF 59.5 PSF 6S.L PSF 51.4 PSI S6.6 PSI 44.7 PSI 43.4 PSF 34.2 PSI 37.5 PSF 29.8 PSF 247.00 LA -FT 109.9 to 8S3.3 IS 7S7.3 LB 30 - 36" 2520.0 89.4 PSF 70.6 PS► 89.4 PSI 70.6 PSF 71.$ PSF 56.4 PSF 71.5 PSF 58.4 PSF 53.6 PSF 42.3 PSF S3.6 PSF 42.3 PSF 3S.7 PSF 28.2 PSI 3S.7 PSF 21-2 PSF 24S.70 L8-FT 156.E to 779.9 tB 726.1 LB 36 71.3 PSF S6.3 PSI 7 .3 PSF 56.3 PSF 57.0 PSI` 45.0 PSF 57.0 PSF 4S.0 PSI 41.8 PSI 33.0 PS► 42, PSF 33.8 PSI -PSF 28.5 PSF 22.5 PSP 2 .S f 22.S PSP 229.00 L84T 124.0 to Me to 669.0 to 78" 81•t PSf 66.3 PSF 64.9 PSf 614 PSI 53.0 PSI, 6i.7 PSP s8.7 PSI SOA PSf 39.8 41.2 PSf 31.5 PSF 33.7 26.E I46.39 B•M 240.7 LB 1019.91E 663.4 8 241, 64.2 PSF SS.O PSF 6S.1 PSI 91.4 PSF S9.8 PSI 44.1 PSF 48.8 PSF 39.5 PSF 4 L.9 PSF 33.1 PSF 32.5 PSF 2S.7 PSF 28.0 PSF 22.1 PSF 247.00 LB -FT 109.9 LB 900.5 LB 804.8 LB 30 " 42 " 33W in$ 67.0 PSF S2.9 PSF 67.0 PST 52.9 PSF 53.6 PSF 42.) PSF 53.6 PSF 42.3 PSR 40.2 PST 31.7 PST 40.I PSF 31.7 PSI 26.8 PSF 21.1 PSF 26.8 PSI 21.1 PSF 24S.70 LS-FT 156.5 LB 819.0 to 765.2 LB 36" 53.5 PSF 42.2 PSI 53.5 PSF 42.2 PSF 42.8 PSF 33.8 PSI 42.R PSF 33.8 PSF 32.1 PSF 25.3 PSF 32. PSF 2S.3 PSF 21.4 PSI 16.0 PST 21.4 PSF 16.9 PSF 220.00 LA -FT 124.8 LS 714.0 LB 700.2 LB 1 " 4S.8 PSF 36.1 PSF 45.8 PSF 36. L PSF 4S.8 PSF 36.1 PSP 4S.B PSF 36.1 PSF 44.3 PSF 3S.0 PSF 26.2 PSF 2 6 PS' .6 23.3 PSF 24. PSF L9.1 PSf 242.50 L8•rt 277.0 LB 1058.8 lB 911.5 l8 24" 45.E PSF 36.1 PSF 4S.8 PSF 36. PSF 45.8 PSF 36.1 PSF AO.2 PSF 31.7 PST 3S.6 PSF 28.1 PSI, 30.2 PSF 23.5 PSF 23.7 PSI 15.7 PSF 20.1 5.9 PSi 247.00 [B•FT 189.918 942.3 Lo 852.3 l0 30 " 48 " 4608 ml 45.8 P5► 36.1 PSI 45.8 PSI 36.1 PSI 3911 PSI 30.8 PSI 79.1 PSI 30.8 PSI 29.3 PSI 3.1 PSI .3 PV 23.) PSI 245.70 t8•rt 1 SO.S lA 855.9 LB 759.4 LB 36" N.0 PSF 30.8 PSF 39.0 PSF 30.8 PSF 31.2 PSI 24.6 PSF 31.2 IF 24.E PSF 23.4 PSF 10.4 PSF 23.4 PSF 18A D f 229,00 t8•FT 124.E L8 I452 l8 686.518 44tt QTAN11 nFdTM• NAY B1APF AORA ►l'lnd;w2 - drnRI.31_ DOALLIR ALIANTETV Q-4 VDAMP_Q3 LOAD TRANSFER INFORMATION FOR USE WITH MOST STRUCTURE VtPjr)CATION ONLY STENO CLEAR "EIGHT MEAN HEUNIT IGHT I4AX FACE AREA MULWa A IS FRAMES UNIT TO FRAME x -4 RATIO A MAX. BASE MOMENT (M) MAX, BASE SHEAR (V) MAX. BASE UPLIFT (T) MAX. BASE GRAVITY (C) ANCHOR TYPE: OR 4 W140AS TV : 2 OR 3 ANCHOR TYPE' 1 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS IYPE: 2 OR 3 MA)(ALLOWABLE LATERAL LOAD MAX ALLOWABLE 1iPL1rt MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT NRX ALLOWABLE LATERAL 10A0 MAX ALLOWABLE UPLIM MA1( AVOWABLE LATERAL LOAD MAX ALLOWABLE UST MAX ALLOWABLE tgTl;RRAL LOAD M/U( ALLOWABLE UPLIM MAX ALLOWABLE LATERAL LOAD MAX AVOWABLE IIPIIM MAX ALLOWABLE LOAD LATERAL LOAD NAl( ALLOWABLE UPUrt WU(AIIOtYABLE LATERAL LT1A0 MAX ALLOWABLE UPlirt LIrT 18 " 200.0 PSF IS7.0 PSI 200.0 lisp 157.8 PSI 200.0 PSF 157.6 PSI 200.0 PSI 1S74 PSF 176.3 PS? 139.1 PSF 162.0 PS? 127.9 PSF 117.5 PSI 92.7 PSF 108.2 PS► 05.4 PSF 247.00 LB-M 225.2 LB 575.8 to 441.3 LB 24.. „ 2M.0 PSF 157.E PSI 200.0 PSA 157.8 PSF 185.2 PSF 146.2 PSF 177.4 PSI 140.1 PSF 138.9 PSF 109.6 PSF 133.2 PSI I0S.2 PSF 92.6 PSF 73.1 PSF 89.0 PSF 70.2 PSI 247.00 LS-FT 177.4 to S13.4 LB 435A LB 3o.. 24 1104 Int 192.) PSF 1S1.6 PSF 192.3 PSF 131.8 PSI 1S3.6 PSF 121.4 PSF 153.8 PSI 171.4 PSF 115.4 PSF 01.1 PSF I1SA PSI 91.1 PSI 76.9 PSF 60.7 PSF 76.9 PSf 60.7 PSF 147.00 L11•FT t47.4 LB 476.1 113 1 433.6 LB 36 " 16S.1 PSF 130A PSI 165.1 PSI 130A PST I IRA PSF 104.3 PSF I32,1 PSF 104.3 PSI 49.1 PSI` 79.2 PSI 99.! PSI 78.2 PSf 1 66.0 PSI S2.1 PSF 5 66.0 PST 52.1 PSP 247.00 tA-FT 126.E to 449.E LB 433.81$ 18 " 156.4 PST 123.S PSF 156.4 PSF 122.3 PSF 139.5 PSF 110.1 PSF 126.8 PST 100.1 PSF 104.6 PST 02.6 PST 95.2 PSF 75.1 PSF 69.7 PSF SS.O PSF 63.6 PST SO.2 PSF 247.00 LB -FT 22S.2 LB 617.1 LB 473.6 tS 24 " 137A PSP 108.4 P5► 130A PSF 1010 PSI 109.9 PSI $6.7 PSI 04.4 PSI 82.4 PSF 82.4 PSI 6S.0 PSI ?11A PSI 61.9 PSI 54.9 PSI 43.3 PSF S2.4 PSI 41.3 PSI` 247.00 L8-FT 177.4 to S45.2 LO 46S.0 LB 30' Is" mL 1144 PSF 90.1 PS► 11.4.1 PSI 90.E PSI 91.3 PSI 72.1 PSI 91.3 PSP 72.1 PSI 68.5 PS► 54.0 PSI 68.S PSI 54.0 PSI 45.6 PSI 36.0 PSI 45.6 PSI 36.0 PSI 247.00 LB -FT 147.4 L8 S00.6 LB 458A LB >8 " 90.0 PSF 77.4 PSP 98.0 PSF 77.4 PSI 78.4 PST 61.9 PSF 78.4 PSI 61.9 PST $8.8 PSF 46.4 PSF S8.8 PSF 46.4 PSF 39.2 PSF 30.9 PSF 39,2 PST 30.9 P5P 247.00 LB -FT 126.6 LB 470.9 LB 454.9 L8 'a..I I q A MF 101.8 PSF I I S.4 PSI 91.3 PSF 102.9 PSF BL3 PSF 92.6 PSF 73.1 PSF 77.2 PSF 60.9 PSF 69.5 PSF 54. PSF SI.4 PSF 40.6 PSF 46A PSI 36.6 PSF 247.00 LB -FT 22S.2 LB 656.9 IB 516.4 LB 24" 101.4 PSF $0.0 PSF 95. PSF 75.4 PSF 81.1 PSF 64.0 PSF 76.4 PSF 60.3 PSF 60.0 PSF 48.0 PSF 57.4 PSP 4S.3 PSF 4015 PSF 32.0 PSF 38.2 PSF 20.2 PSP 247.00 LB -FT 177.4 LB S74.8 LB 494.6 l8 30 36.1 2520 LRt 84.2 PSF 66.5 PSF 84,2 PSF 66.5 PSF 67.4 PSF 93.2 PSF G7A PSF S3.2 PSF SO.5 PSF 30.9 PSf SO.S PSF 39.9 PST 33.7 PSF 26.6 PSF 33.7 PSF 2.6.6 PSP 2A7.00 LB -FT 1 147.4 LB S2S.2 L.B 482.9 tB 36 " 72.3 PSF S7.1 PSF 72.3 PSF S7.t PSF S7.6 PSF 4S.7 PSF S7.8 PSF 4S.7 PSF 43.4 PSF 34.2 PSF 43.4 PSF 34.2 PSF 28.9 PSF 22.8 PSF 28.P PSF 22.8 PSF 247.00 LB -FT 126.6 LB 492.0 LB 476.0 LB 8 " 76.2 PSI 67.E PSI 77.2 PSI 60.9 PSI 68.T PST S4.3 PSI S7.9 PSF 45.7 PSI $1.6 PSP 40.7 PST 38.6 PSF 30,4 PSI 34.S PSI 27.2 PSF 247.00 LB-M 225.2 LB 694.5 LB 553.9 LB 24" 76.0 PSI 60.0 PSI 71.0 PSI 56.0 PSF 60.8 PSP 48.0 PSP S6. PSF PSI.6 PSF 36.0 PSI 42.6 PSF 33.7 PSF 30.4 PSI 24.0 PSF 28.S PSP 22.5 PSF 247.00 LB-fT 177.4 LB 604E 524.2 LB 30 " 41 " 3360,0 63.2 PSP 490 PSF 63.2 PSF 49.8 PSF 50.5 PSF 39.9 PV S0.5 PSF. P$P 29.9 PSI 37.9 PSF 29. PST 25.2 PSF 19.9 PSI 25.2 P 19A PSF 241.00 LB -FT 147A LB 54 .8 LB 5075 LB 36 "54.2 PSF 42.6 PSI 54.2 PSF 42.0 PSI 43.4 PSI 34.2 PSF 43.4 PSI .5 PSI 2$.7 PSI 32.5 PSI 25.7 PSF 21.7 PSF L7,1 PSF 21.7 PSF 17.1 PSI 247.00 LB•rt 126.6 LB 5L3.1 IB 497.E LB18 "S6.1 PSF 44.2 PST 56,1 PSF 44.2 PSF Sell PSF 44.2 PSF 49.6 PSF 2.2 PSF MPST33�2 13.3 PSF 37.2 PSF 29.4 PSF 28.1 PSF 22.2 PSF 24.9 PSF 19.6 PSF 2.17,00 L8•FT 225.2 to 726.9 LB $91.5 LB24 " SSA PSF 43.7 PSF S1.3 PSF 40.5 PSF 44.3 PSF 1S.0 PSF 41.1 PSP 3.2 PSF 20.2 PSF 30.E PSF 24.3 PSF 22.1 PSF 17.9 PST 20.6 PSF J6,2 ►ST 247.00 LB•FT 177.4 LB 634.0 LB 553.8 LB „48" 4608 jn1 46.0 PSf 36.3 PSF A6.0 PSF 36 3 PSF 36.8 PSF 9.1 PSF 26. B PSF 7.6 PSF Me PSF 27.E PSP .6 PSF 247.00 LB•FT 147A LB 574E -6 T. LB36 " 39.5 PSI 31.2 PSF' 39.S PSF 31.2 PSF 31.6 PSF 24.9 PSF 31.6 PSF 3.7 PSF 18.7 PSF 23.7 PSF 18.7 PSF 247.00 LB•IT 126.6 LB 534.2 LB 473.J tB DESIGN SCHEDULE NOTES: 1. MAXIMUM CAUCUTATEO FACE ARFA SMALL BE EQUAL TO OR LESS THAN THE MAXIMUM ALLOWABLE FALL AREA FOR EACH CONFTGURArom 2. RtfERVAZ A%C"OR SCMlDUI! ►OR ANCHOR TYPTS LI5TFA HEREIN. IIXHD NUED FRANX SENNARDO, PE LOAD TRANSFER INFORMATION FDA USE WITH HOST PES 0046549 CAt MS STRUCTURE VERIFICATION ONLY -41 MAX. BASE MOMENT IRA) MAX. BASE SHlJtR IV) MAX. BASE UPLIFT (T) MAX, BASE GRAVITY (C) H7aI. cigr�AtE„ STAND STAND HEIGHT 01AY MEAN UNIT HEIGHT MAX FACE AREA A I R A' R4W UNfT TO FRAN.t Y - f RATIO P R iMAXf A A - f ANCHOR TYP6: OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE • 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: t OR 4 ANCHORS TYPE: 2 OR 3 LATERAL lQAOMAX E MAX ALLOWABLE UPLIFT LATERAL LOAD MAX ALOWAALE UPLIFT MAX ALLOWABLE IATERILL LOAD MAX ALLOWABLE UPLIFT MAX LATERAL LOADS MAIL ALLOWABLE UPLIFT LATE L LOADS MAX ALLOWABLE UPLIFT MAXALLOWABLELOAD MAX ALLOLVABtE UPLIFT LATERAL LOADS MAX ALLOWABLE UPLIFT MAX LATERAL LOAD MAX ALLOWABLE UPLIFT 18 " 200 0 PS► 1 S79 PSf 200 -0 PSF 137.6 PSF 200 0 PSF 157.8 PST 200.0 PSF 1$7.8 PSI 200.0 PSI I57. PSF 200.O KI 157.8 PSF t8 6 PSF 143 4 ME 167.0 PSF 132.5 PSF 331.90 t8-FT 348.1 LB 1209.71E 1032.5 to 24 " " 200, 0 KF 57.8 PSF 200 -0 PSF 1 S7 a PSI 200 0 PSF 137.8 PSF 200.0 ESE 157.8 KF 176-J PSF 1 ".2 PSI 1763 PSF 1391 KF 141.0 PSI 111.3 ESP 141.0 ►SI 1:1,1 PSF 311,90 tb-FT 270.4 to 1074A to 99091E 30 - 24 220E h+ 200.0 PSf IS79 PSI I00.0 PSF IS7A PSF 371.3 KF :36A PSf 173.3 PSF 136.0 KF 144.4 PSF 114.0 VSF 144.4 PSF 114.0 KF 11 S.S KF 91.2 PSF t 1S3 K/ 9t2 PSI 311.90 L8•FT 271.4 t0 990,4 LB 96S.7 L6 36 ^ 171.3 PSI 135.3 P57 171.3 PSF 135.3 PSI 346.9 ESE 115.9 PSF 146.9 PSF 11 S.9 PSI 122.4 PSI 96.6 PSI 122.4 PSI 96.6 ESE 97.9 ME 77.3 PSF 97.9 K► 77.3 P'S► 311.90 wrt 157.7 t0 933.1 L8 948.0 Le sell 142.9 PSI 112.a PSI 142.9 ISF 112, PSI 142.9 PSI 112.8 PSf 142.9 Psf 112.8 K► 3 34.7 PSI 106.3 PSI 121.4 PSF 9S.9 KT 102.0 PST as.1 PST 97.3 KF 76.E PSF 311. 18-R 340.1 La t 303.3 to it 19.S Le 24 ^ " 142.9 PSF 172 0 ESE 142.9 PSF 112 8 PSI 125.6 PSF 99.1 KF 123o PSI 07.1 PSF 104.6 PSI 02.E KF 102.6 PSF 01.0 PSE 53.7 KF 66.1 PSF 62.2 PSI 64.9 PSI 311.90 LB•R 270.4 LB 114S.0 to 1058.4 LB 30' 30 3720 In+ 120.0 KF W.7 Kf 130.0 KF W.7 PSI 102 A KF 81.2 KF 1029 PSF 0 .2 Kf 85.7 PSI 67.E PSF BS.7 ES! 67.E PSF fig PSF 54.1 PSF i0.5 Kf St.i PSF 311,90 LB•R 221.4 to I040A LB 102I.0 LB Si ^ 201.7 Kf 00J PSI 101.7 PSP 80.3 ESF e7.1 PSF 68.8 PSF 07.1 PSf BOLA PSI 72.E PSP 57.1 Kf TILE Kf 57.3 PSf S8.1 KF 45.8 PSF 58.1 Kf 45.8 PSF 311.90 LB-R 187.7 to 980.0 to 995.61E 16" 109.9 IV 96.6 PSF 94,2 PSI 02.9 PSF 7805 PSf 87.6 PSF 69.1 1'SF 79,5 PSI 62.6 PSF 70.1 KF SSA PSF 311.90 L6-FT 348.1 to 2393A LB 1206.5 LB 24 ' S.4 PSI 81.9 P$! 9 .7 PST 73.2 PSF 99.0 PsF 70.3 PSP 77, PSf 61.0 ES: 74.2 PS! S8.6 PSI 61 A KP 48.8 F 59. ESP 46. K! '311.90 Lo•R 270.4 t8 t 14.7 L8 112E 0 LB 30 " ,36 . SO40 hi 88 S KF 69.9 PSF as KF 69.9 PSF 75 9 PSF $9.9 KF 75.9 ESE S9.9 KF 03. PSF 49.9 PSI 63.2 KF A9.9 PST s0.6 KF 39.9 1S'F so Ki .9 PSF I1.90 L64T 221.4 O 1101.3 LB 1076A Le 36 _ 7S.0 KF 59,2 PSF 7S.0 PsF 59.2 PSF 64.3 P5P $0.8 PSF 64.3 PSF SO.8 PSF 53.6 PSF 42.1 PSF 53.6 PSF 42.3 PSF 42.9 KF 33.9 PSF 42.9 PSF 33.8 PSF 1 L1.90 LB -FT 187.7 t0 3027.0 LB 1042.7 LB " 82A PSI 70.8 PSf 70.6 PSF 60.7 i SO KF 64, PSI $0.7 S9. PSI 47.1 PSF S1.4 KF 40.6 PSF 3t1.90 L9•FT 34 .9 14W.s t29).6 tB 24 " 64.0 PSI 60.3 PSI 54.9 K/ 63.S PSI S .7 KF 57.9 PSI 45.7 PSI 54.6 PSI 43.1 PSI 46 3 PSI 36.6 PSF A3.1 ESE 34.S PSI 311.90 La-Ff 210.4 La t 82.4 LB 1193.6 to so- 42 ^ 6720 03 66.4 KF $2 A PS! 66A PSP $2.4 PSI 56.9 PSF A4.9 Pip 561 PSI 44.9 ESE 47.4 PSI 37.4 PSF 47.4 K► 77.4 PSI 37.9 PSI 29.9 PSf 31,9 PSI 29.% PSI It 1.90 Lo-R 221 A tD 1158.7 LB 1131.E LD 36 ^ S6.3 KF 4 PS! S6.3 KF 44.4 PSI 48.2 PSI SOL I PSf 48.2 PSI 38.1 PST 4a 2 KI 31.7 KF 40, 2 PSF 31.7 PSI 12.1 KT 2S.4 PSI 32.1 PSI 2S,4 PSI 2 t t.90 L5-FT 187.7 LA 1073.911.4 1089.E LB 18 " 418 PSI 30. PSf IS.6 PSI 36,1 PSI 4S.6 PSI 36.1 PSF 4S 8 PSF 36.1 ESE 45.E PSI 36.1. PSF 4S.8 KF 36, PSI 43.5 PSI 34.1 PSI 36.6 PST 25.9 PSP 311.90 LB-R 348.1 to s$ 7. Le 1300 6 LIS 24- 4$4 PSF 16.1 D5/ 4S. PSP 36.1 PSF 45 A PSI 36. PSF 45.8 PSF 36.1 LSE 422 PSf 33 3 PSI 39. t PSI 30 8 PSI 33.8 PSI 26.6 ESP It 3 PSF 24.7 PSf 3f 7,90 Le•R If0.4 1744.8 tb 111.2 to ^ 40 ` 9216 of Ho PSF 36.1 PSI 45-6 PSF %.1 PSI 41 � 5 PSF 32.7 PSI 40.9 K► 32.3 PSF 34,6 PSF 27.) PSF 34.1 PSf 26 V PSF 27.E PSf 21.6 PSI 273 KF 21.5 ESf 311.9D t8•R 2I I A l6 1211.9 La 1187.1 lB 36, 41.0 Pit I2.4 PSI 41.0 PSF 32A PSI 1SA ESE 27.7 PSI 35 1 P5► 7.I PSI 29.3 PSF 23.1 PS? 29.3 ESf 23.1 IS, 23A K► 18.5 PSI 23.4 PSF 16.S PSF 391.90 tb-FT 157.1 to 1120.3 to 1136.618 C4 OR ~ In u 1•l•�t}.. LU - HNt I: �i i I-."wLaugo, L9, 1 h Q 11 L b -� wg t y Or m 1k=7 j V LU hitU. E�t N W jui t0 p LOAD TRANVER MT'ORMAIION TOR USE WITH MOST 36" STAND DEPTH: MAX FACE AREA 220810 - 9216ln= FRAME UANTITY 4-7 FRAMES STRUC *E VERIFICATION ONLY Z z STAND CLEAR HEIGHT �% MEAN UNIT HEIGHT MAX FACE AREA c lRII/ TO fRAF1G RATIO Y MAX. BASE MOMENT(M) MAX. BASS SHEAR IV) MAX. BASE UPLVIIT) MAX. BASE GRAVITY CC) ANCHOR TYPE? 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCH TYPE: 2 OR I ANCHOR TYPE: I OR a ANCHORS TYRE: 2 O0. 1 ANC1H00. TYPE: 1 OR 4 ANCHORS TYPE: 2 O 7 MAX ALLOWABIJE LATERAL LOAD MAX ALLOWABLE UPLIFT MO ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD 14AY AILOLVA6lt UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT 18 " 200.0 PSI 157.0 PSf 200.0 PSF 157.8 PSF 200.0 PSF 1S7.8 PSF Z000 PSI LS7.8 KF 200.0 KF 1S7.0 K/ ZOO.O KF 157.8 ►SF L7 L.3 PSF 135.3 PSF 171.3 PSI 135.3 KF 3 L1.90 L6-R 32S 5 La 839,1 LS 666.6 to 24 ^ 200.0 KF 157 a PSF I00.0 PSF 197.11 PSI 200 0 PSP 1$1.8 PsT 200 0 PSF I S7.8 KF 167.6 ESE 132.3 PSI 167.6 PSF 132.3 PSf 134.0 PSI 105.8 KF 134.0 PSI JOS.O PSF 311.90 tB•R 256.9 741.7 LB 67S.0 O 7t) " 2A " 72081nI 193.7 Kc 192,E PSF 92.3 PSI 1 .6 PSf 16S0PSI I30.8 PSF 165.E PSP 130.E K[ 1380 PST 109.0 KF 130A PSF 109 0 KI i 0.4 PSI 87.2 PSI LIOA P5[ q.2 FSF 7t 1.9018-P'i 211.7 lb 607.E LB 669.0111 26 " 164.6 PSI 129.9 PsF 164.6 PSI 129.9 PSF 341009 1 L3.3 PSF 141.0 PSF 111.3 PSf 117.S Psi 92.8 PSF 117.S PSF 92.E PW 94.0 PSP 74.2 PSF 94 0 PSF 74.2 PSF 311.90 U3•PT 190.2 to 640.3 to 665.4 LB 0" 1SGA KF ) S PSf 1SGA PSI III S PSF 152.S PsF 120.4 PSF Iw s PS► 120.4 K► 127.3 PSF 300.1 PSI 127. KF 100.3 K/ 101.7 PSI 90.3 PSF 101.7 KF $0.3 ESE 331.90 Lt/47 R33 9013 to 741A Ld '4- 139.2 KF 109.9 Psi 139.2 PSF :09.9 KF 139.3 PSI 94.2 PSF 119.3 PSI 94.2 PSF ".4 KF 78. S KF 99.4 PSf 78.S KF 79.9 PSA 62A PSF 79.5 Kf 62.0 PSf 111.90 Lo•R 756.9 lb 780-71e 77 7.918 30 " 30 " ]720 h+ 114.7 KF 90.5 PSI 114.7 Kf 90,5 PSF 98.3 PSf 77.E PSf 98J PSf 77,E KF 81.9 PSF 64.7 PSF 01,9 PSF 64.7 PSF 65. S KF St.? PSI 65.5 PSF SILT PSf 311.90 LB -FT 211.7 l8 718810 IW.3 IS 36" 97.7 KF 77A KF 97.7 KF 77.1 PSF 817 PSI ".I KF 03.7 ME 66A KF 69.7 PSF SS.O PS/ 69.7 KF SSA ESE Si0 ESE 44.0 P$F is.a Kf ".0 KF 313.90 Lb-R 50.2 to 670-3 t0 695A to 8 " 103.7 PSF (03.7 PSI 117.E PSI 83.9 PSF 112.6 PST t18.9 PST 93.8 PSF 7A. PSI 93.6 PSI 74, PS? 75.0 ESE S9. Ps1 S O PSI 50.2 ESE 311.90 lo•R 329.5 Le 958.2 La 7M.1 La 24 " [02.7 KE o t 3 PSI 02.7 K! 8 .1 PSE 88.1 PsI 69.6 PSI 53.1 ESE 69, S PSI 73.4 PSf 57.9 PSI 73.4 PSf 57.9 PSF 53.7 PSI 46.3 PSI 58.1 PSF 46.3 ESE 391.90 L8•R 256.9 822.S La 760.7 to 10 " 36 " 5040 hl 84.E PS7 60.8 PSF 84.E FS► 66.E PSI 7 .5 PST S7J PSI 72.5 fSi S .3 K/ 60.4 PSF 47.7 PSF 60.4 K► 47.7 PSf Oe. PSF 38.2 i5t 10.3 PSf 38.2 PSI 3U.901b-R 1i.7 L6 754.1 779•5l8 36, 72 1 PSP 1 PST 72.1 PSF S6.9 PSI 6116 Psf A0.8 PSi 01.8 PSP 46.8 PSF SI.S PSF 40.6 PSF S1.5 PSF 40,0 EST 41.2 KF SF 41.2 PSF 32.S KF 311.90 LB-R 160.2 LO 700.4 LB 725.5 to 18 " 77.5 Ki 6.5 PST 66.6 PSF 65.9 KF 70.E P5F SS.S PSF 69.6 KF 54.9 PSF 56.3 PSI PSF SS,7 PSF ".0 KI 3tl.90 LB•R 328.5 LB IOt3.24_77.0 KF 60.8 PSI 77.0 PSF 60.E PSF 66.0 KF S2.1 KI 66,0 PSF S2-1 PSF S5.0 PSF 43.4 F SS,O KF 43.4 PSF ".0 KF KF 44,0 ►SF 34.7 PSF 391,90 LB•R 236.91E 575.3 tB 903.5 LB 42" 6720 Int30' 675 DSF SO OSf 63.5 PSF SOLI PSf 54,4 PSF 42,9 KF S4A KF 42.9 PSF 4SJ PSF SSA PSF 45.1 PSF I5.8 PSF 36.2 KF PSF 36.2 PSF 20.E PSf 71I.90 t0-R 213.7 LB 709A LB 774.8 LB $4.0 KF 42.7 K! S4O PSF 42.7 PSF 46.1 PSf 36.6 KF 44.3 KF 36.6 KF 33.6 PSF 10.5 KF 18.6 PSI 30.S KF 10.9 KI R44A PSF 30.9 KF 24.4 K► 313.90 LB-R 160.2 L6 730.A Lo 755.5 tB f0" 56.1 K► 44.2 KF 56.1 PSF H.7 ESI S6, l PSF 4a.2 K► 56.3 PSI 44.2 ESf S1.1 PSF AO.S PSI 49.9 KF 39.4 KF a1.0 K► PSI 400 KI SLS DSf 71I.901b-R 776.5 L6 1002.ELo 905.E L624 " " 36.1 KP44.2 PSI S6. 3 PST 44.2 PSf 48.1 PSF 38.0 PSI 48.1 Kf JI&O PSI 40.3 KE 31. 7 LSE 40,1 K/ 31.7PSI 12.1 KI KF 3 .1 KI 25.3 PSF 311.90 to -PT 256.9 to 161 Lo 40 921E h+30" 40.3 PSF 16.5 DSP a6.I PSI 36.5 PSI 19,E ►sf 31.3 P5f )9.6 DSI SILT PS► SILOKF76.f PSf 37.0 ES► 26l►SF 76A ES/ PSF 26.4 KF 20.E PSF 337.90to•R 21I.710 82a.7 Le 810.1 Lo 36 " 39.4 PSf 31.1 PSI 39.4 FS► S[.I FSf 33 a IS/ 26.6 PSI 33.0 PSI 26.E 1SF 23.1 PSI 221 PSI 28.1 P51 22.2 PSI 22.5 PSI 17.7 ESE 22.5 PSf 17.1 IS► Ill•901b-R 190.2 l0 760.51D 785.E tb 4-4 O [� N N G �o 0 � Z O O M °J fn OV G. UU..*0 p 2 y i 6 Z W ca it D ~ W N to W _ Q A L� z co ON U M P1 a ~cc Wg e 9 O a TL C L..f Z O W O c a LOAD TRANSFER INTORMAT30N ►OR UR WITH HOST __.. �_-•- - .___. ____ ____ .____.. _�_�.__. ..__.... _.. __.�-�. .� ...,.�....... STROrn1RF VFOIn[AT1/1H nWY _ AV STAND CIiAR HEIGHT MAX MEAN Hupirr EIGHT MAX FACE AREA UNIT to FRAME A RATIO MAY F ACE ARAFMA MAX. BASE MOMENT (M) MAX. BASE SHEAR IV) MAX. BASE UPLIFT IT) MAX, BASE GRAVITY CC) ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: t OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE. 1 OR 4 ANCHORS TYPE: 2 OR 1 MAY ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX AILOLVAtILE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX LATERAL LAIERAL LOAD LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT Ho ALLOWABLE LATERAL LOAD MAX AILOVJAke UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX Al)OWAeLt LATERAL LOAD FLAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD WLX ALLOWA6lj UPLIFT le" 200.0 PSI 151.3 PSF 200.0 PSI 37o PSI 200.0 PSI 157,E ESE 00.0 PSF 57.E PSI 200.0 P5P 457.8 KI 200.0 KT 57.8 PSI 18 t.6 PSI 143.4 PSF 167.8 PSI 32.S PSI 7 1.90 Lo-R 348. l8 1209.7 to 1032.5 t8 24 " 200.0 PSI 157.6 Ps► 200.0 PSI 57o PST 200.0 PSI, S7,e PSI 200.0 PSI 151.8 PSI 188.1 PSI 148,5 PSI I60.1 PSF 145.5 Ps► 141.0 PSI 111.3 PST' 141.0 PSI 111.3 PSI 311.90 LB-R 270.4 L8 107S.S L6 990.8 t8 30 ^ 21 " 165E in+ I00.0 PSI 57.8 PSI 200.0 PSI 157.D PSI 92.6 K/ 152.0 PSI 192.6 PSI 52.0 PST .O HS/ 1 1,6 PSP 154.0 PSI 121.6 PSP 1S.S KP 9t. PSP I1S.S PSI 9 . PSI 31J.90 LD•R 221.4 L6 99 .9 to 96S.7 L6 36 . 195,e PSI 1 S4 A PSF 1958 PSF 154.6 PSF to].2 ESE 128.0 PSI 163.2 PSI 12&0 PSI 130.9 PSI :01.0 KI 130.S PSI' 103.0 PSI, 97.9 PSI 77J PSf 97.9 KF 77,1 PSF 33 LAD t3-R 167 7 Le 934.7 LB "11.9 tB 1 e " 142.9 K► 112 a PSF 142.9 PSF 1 A ESE 142.9 RI 1 2.0 PSI 142.9 PSI l J2.8 PSI 142.9 PSI 1 2. PSF 129.S PS? IO2.2 PSI 107.0 PSI 8SJ PSI 97,3 ESE 76.3 P51 311.90 LD-rt 348. L8 294- to 11 t9.S lb 24. ` 142.9 PSI 1129 PSI 142.9 PSP 112 8 PSf 139.S ESE 1 o.1 PSf 336.6 PSP f07.8 E51 I I1.6 PSF 68.1 PSF 109.4 ESF 66.4 PSI 03.7 PSI 66A KP 02.2 KF 64.9 PSF 311.90 LB -FT 70.4 to 1146.S to 1058.4 L8 30' SO 7790 n7 137.1 PSf 108.3 PSI 7I7.7 PSF t08� PSF 114.3 ISF SOLI KF 13A3 PSf SOLI PSf 9IA PSF 72.2 PSf 91.4 KF 721 PSF 60. S Ki 54.1 PSf 60.5 KF $4.3 ESE 311.90 Lli•FT 22114 t0 1049.E 18 1021.0 Lb 36 " U6.2 ESE 91.7 PSI 116.2 PSI 91.7 PSI 969 PST 76.4 K► 96.8 PSI 76.4 PSI 77.S PSf 61-1 ME 77.S KF 61.1 PSf $5.1 PS► 45.8 EST $8.1 Kf 45.6 PSI 31I.90 Lo-R 107.7 to 981.6 LB 995.0 tD 10 " 125 E PSI 1 VOA PSF 104.7 PSF 92.0 PS► 0J.7 PSF 3.4 KI 7 .7 ESP .S 62.8 PSF 70 3 I SSA 331.90 L6•FT 34D.1 lD t 393. f LB I N6 5 tb 24 ' ' 97.6 PSF 93.6 PSF 01.3 PSF 7 78.0 PSP 8Z.4 PSf 6$.0 PSF 79.2 PSf 62.5 PSF 61.8 KF 48.8 PSF S9.3 PSF' 46,9 PSF 311.90 LB -FT 270.4 L8 9216.4 LB 1126.0 LB 30 . 36 3780 h+ 79.9 PS! 79,9 PSI 84.3 KF 66.6 KF 04.3 PSF 66 6 KF 67.5 PSF S3.2 KF 67,S PSP S3,2 PSI Sob PSI 39.9 PSF SO.6 PSI 39.9 ME 31t,90 LB -FT 221 A LA i 104.9 tB 1076.4 U3 36 " 65.8 KF 67.7 PSI as a PSf 67.7 PSI 71.5 PSF $6.4 PSF 71.S PSF S6-4 PSF S7.2 PSI 4$.1 PSF 57.2 Kf 45.2 PSF 42.9 KF 33.0 PSF 42 9 Psf )1.8 KF 311 40 to-R 187.7 L8 1026.6 LB 1042.7 L8 94.2 KF 60.9 Ki 78.5 KF 673 KF 62.6 OSf I 54.0 PSf $9.6 KF 47.3 PSF S1,4 K/ 40.6 KF 311.901647 346.1 L6 1482.1 L8 1293.6 Le Yl.2 Kt 68.8 KF 61.0 PST' 57.4 PSF 61.0 PSf 48 8 KF .2 PSI A6.0 P$I A6 ] ►SP 36.E PSF 43.7 PSI 34.5 KF 311,90 t6•R 270.4 1284.0 L6 1193.6 LS 42"SOAO h+S9 �9 PSi S9 9 PSI 67.2 KF 49.9 KF 63. ESE 49.9 PSF 30.6 PST .9 PSF SOA PSI 3 .9 PSP 37. K! 29.9 PSF 37.9 Ki .9 PSF 31L.901$-R 221.4 LB 1160.3 to 1131.E LA 643 KF s0-e PSi 64.3 PSF 50.E PSF $3.6 KF 42.3 PSF S3.6 PSF 42.3 PSF 42.9 PSP 33.8 KP 419 KF 33.8 PSF 32.1 K/ 2S.4 PSF 32.1 PSF 2S.4 PSf 311.90LB•FT 187.7 to 1075•S LB 1089.E LB K24 45.8 PSF 36 PSf 45.aPSI 36.1 PSF 45. OSF )6. t PSI 4 .6 PSF 36A f 45.E KI 6 t 4S 8 Kf 6. PSF 43. S ESF 34.1 PSI 36 6 PSf .9 F 31 .90 L6-FT 1i .1 LB 1 47,9 L8 1320.6 L836.1 PSI 45.8 PI 36.3 PSI 4S.8 PSI 16.7 KI OS.B PSI 30� I PS► 45.0 PSI 35.5 KP 41.6 KI ] .9 E51 13.8 KI 26.6 PST 31.3 KE 24.7 PSI ll •90 LB•R 270.4 L6 I3".0 to 1261.2 Lb 48 " 6912 LT1 36.1 PSI 45.8 PSI 36.3 PS► 45 6 PSI 36.1 KF 45.4 PSf 3S.A PSI 36. PSF 79. ESf 36,4 PSf 7f1.7 PSf 77.E P3i 21.8 PSf 27.) PSt 21.5 217.901MR 21 A LB 1110.1 LB 1187.1 lB •T58 t7SF 36.1 PSF AS_0 PST SOLI PST 79 1 PSI 30.8 PSI 39 1 PST 30a Kf 31,1 PSF' 247 PSF 3t.2 KF 24.7 PSF 23,4 PSI 155 PSF 21.4 PSf 10,5 PSF ] 11.90 tA•R te7.7 L6 i f I0.2 t8 1136.6 LB 20-32768 11 I idN r.-C :O V W D L qyy C F $ yy $ p yy $ p}v -yy O de eOe Oyy jiyS7 A N N �D Il S v 0 10 N 1. W O P Y W W N V V V 44V Gd$yOV >;i 'A Yi w�+i� yp Oy �441 d41$$P `�rn •R Ae G ^�� V1N $0 y0$?$m$ ii�ii 99 Z G� ��ssZZ A } CNe �ypO� N �N9( .N9- {r/p� p yob j } O Oy eD eD yd•� yOe1 pyO G rbOs _ Y1 N V O �,•D o O d 0� V O P O W 0 V N P v O W r i A Odi Y YO N N M } •O b NQ b� � � ^' .�. p w .N.. W V V d� O �yyO P� d i ••' j �O � j r 0 N y V O P O O I. £ {Ip� yNy� +J w �ro1 � T yvW1 � �1 1 yQ� ` � yPV� +w � ype� �I � W1. � T � � � • � � $O A A }��• A A A N F O V O N- v v O O u O S •y0 A P" wN..p- � N P .O. N N N O O <2 s� V$ 00yi �-r N4 V$ u,gi Nye,1 N$,e� u bia:p Oe1 vp��wuulra No1 4 _x a 0 8 0 a a ( { y a s a a a a y yyW1 CL0: N r N 0 0 0 • i N N W W A O P V � P N N w V rryy N V��„ 0 Q C$= A si �"av-.y.�-+tea-ICoBv:o aaaaaaax��xaaaaa�a�� u.~r.�ti25 �� n � N O O O • M N V O �O P ay+ eqC W N V �0 ppM oNA oyy ,yvp1 A* W yvA� yyN1 yoP yoN1 ydel yOp1 yoV1 {vC1 yyil qoO NyN �IOR1 .N. N W N W} d .•� N N O b- W A N N P j W yy W O 0 O A V S w P A N A N 0 V Q I• -' V N d N d r Wµ p a aaaaaa�� T w w + it p iy Ay4 4- My C O 4a V W d $u$ P $SP $Os $o$ ry2 Ny yy s rMY 4�MNM� VSt N 2 SM ado$a,'' O N N�+NNu O p O w O N Nwu p 0 1w �+ v P1l1P N_ C NO ��.g O CO •••�� N op Y�CC N N N y LLLC3L3'��-Lt3t N N N N N N N N N N N N N N 8$$$$$$888M 5bb64 ��Q��Io55566� 888$88.8 p V N b'o555b6b55b5bb656656 O N V N O N O 4 V N O N V N O N V ;0 IIN G555SQR65555565b5650 }•• .O- : V 55555v6acp {Q� P ?� C p �,.AJI P O V i.l • A} .N. Y O N A i O P N r i N r V w N V W� V iH 65665 W W w O p V W W O fy1 5 x rr. v Pie H-1; I Iwo}i; liia �' ' v {f► s L r c Q kx RI pp .yy y. P N W V i 0 T iil CPG O {� �wS3tE�`b'rNr •Y' Oy_ON- NN Ny 4P4 OC441 _y$ ssV Oyy Vy4 �y.l Pyy yVy Vyy 44V I.11$y,, jyyN iy$J N44 $$P $my oC �� ApppU[ aw L Y n�{ 'T 01ww SOOPs�Y..S AN OYON-SNN Ce 00 c D � yy V M Yii N M m yy�� •O M yy N Y a 8 i V pp P P N S p 1p� O V 1T1 D F may i :oy. NwO � P -• NaV oN_ yNO b p oNv OON O Ndo Ndo O NO• NOp Ff r� IIi < T Zy Sf m T d O C • W C N w d P A P O V d !� � ;AN N.,YY iJ V Od ;0 ff OO C �O w d r O . } O N Y-1 M SC u P N •µy- N i v- dp j d �• ` O O r 0 yet yie, • T y_V� y4p� `w 'i1 � � yV 9 1 y_V� yqv� .1 \ � � yvel yOo1 �1 T � �, O � � O yCa� � 'w ) E O Z Wag P �i:S�L=&J1i$YsaL�B A Oy py d2 N N2 V2 �O W O y b d' sO $P $i yN1V 2� Su y4 L P diLwliVS,i""rS'b'o M88A�Y �� i° O N v • P O V v Y 0- 41 v N v P� w � y-, C'g� -vinNbOwbrb�dvui 1� N9N C1 �yeO1 d � .p�YY } aNO yNojol yOooN1 yN+pp� yNyVy� y„wyyl yNCeeO1 yobl May 5Yo�1 yo}1 yejl yyN1 yoN� yv�1 s � rNV IIyy }YNN V W V S •N>;NNS g�' X - 1!t!"t P O� O'•'i�y' R P Ovv •�wIc i%4O $0. 61 b, $N$ a� iiTiii�i';eri'�riGtiw e X } iy4d .44+$$. Os �yO pp wy V s i. pp OOu $R y$$• $$j yP y� $r $N N 4_ N N w OyRf4 �,// yy �+yeVlwd } w ♦ u Pypp1 yy11 pp�� v N d" y �i� yOe�yei�:+yNo1 yCyi yeP1-ya1 N N N N N N N N N N N N N N N N i Ss8888s8'38a$SSSs888a �� g p61;ta��4��90 � ppEtb 1, v O P r r O ,yyyy�� ♦♦ yy 0 0 '- ~� w r Y O Q 2 1 � A 5bb5bb666656656b5666 �� p` N p, Nq yPNP� pp .14 S♦ 10 O p P r yy d ee $ a bbbEo5566666565bb66b ^_$ } • • {p/� } • • } } �. } O 4pI yp S V w 0 0 w `S 1/ C S 656555566�6656665566 i7 y PRECISION ALUMINUM PRODUCTS, IN A r� n m 0 C 7�� m 0 ENVGINE ERIPJG CORPORATE OFFICE: r'; Sg 160 SW 12th AVE, SUITE 106 co .q� • ? y+� DEERFIELD BEACH, FL 33442 K) (95) W-06W ' (5") 396-OM TEAMDENGINEERINGEXPRESS.COM •"' OO UA%l al wipmro MO •YSIOA+i W31 CVVWrarM 1339 SW 1ST WAY DEERFILED BEACH, FL 33441 PH:(954)-480-6919 ALUMINUM A/C STANDS HVHZ & NON-HVHZ APPLICATIONS FLORIDA BUILDING CODE SEVENTH EDITION (2020) DEIGN SCHEDULE NOTES., 1. MAXIMUM CALCULATED FACE AREA SHALL BE EQUAL TO OR LESS THAN 714E MAXIMUM ALLOWABLE FACE AREA FOR EACH CONFIGURATION. 2. REFERJENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. "FIXED HD" STAND DESIGN SCHEDULE CONTINUED 48- STAND DEPTH: MAX FACE AREA SS21n= - 230410 FRAME QUANTXTY 2-3 FRAMES LOAD TRANSFER INFORMATION FOR USE WITH MOST STRUCTURE VERIFICATION ONLY STAND CLEAR HEIGHT MAX MEAN HEIGHT MAX FACE AREA UNIT TO FRAME A • FRAM RATIO MAXR : FRAM .BASE MOMENT (M) MAXUNIT MAX. BASE SHEAR (V) MAX. BASE UPLIFT (T) MO. BASE GRAVITY (C) ANCHOR TYPE: 3 OR 4 ANCHOR 7TPE� 2 OR 3 ANCHOR TYPE: I OR 4 ANCHOR TYDE; 2 OR 3 MAX ALIOLYABIE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX ALLOWAOL[ LATERAL LOAD AL101VABLEOAD UPLIFTUPLIFT MAXWPSFA40.2 AOL[ MA% ALLOWABLE lO" 24 " 30 " 24- S52 MF 200.0 PSI L57.0 PSF 200.0 PSF 157.0 PSF 200.0 PSP 1S7.8 PSFI 1S7.8 PSI 176.50 LB -IT 191.6 LB 403.E LB 240.2 LB 200.0 PSF I57.8 PSf 200.0 PSF L57.8 PSF 200.0 PSF 157,8 PSfF 157.0 P$F 228.70 La." 193.E L8 451.5 lB 288.1 lB 200.0 PSF 157.0 PSF 200A PSP 157.8 PSF 177.0 PSP 140.2 PSFF 140.2 PSF 247.00 tB-FT 170.2 LO 442.4 LB 306.1 LB M3161'" 30" 690In•156.4 200.0 PSP 157.8 PSF 200.0 PSF 157.8 200.0 157.8 PSPF tS7.8 PSf 223. 0 LB -PT 239.5 LA 531.2 LB 313.310 PS► 1233 PST 156.4 PSI L23.S FS► 29. PSF 01.2 PSfSI, 101.2 PSF 247.00 LB-Pf 207.0 LB 514.3 LB 311.7 LB 156.4 PSF 123.S PSF 56.4 PSF 123.5 PSF 105A PSI 33.2 PSF IDSA PSI, 83.2 PSF 247.00 tB-FT 170.2 L0 463.7 LB 327A tB 134,5 PSF t06.1 PSF 134.5 PSF 106A PSF 8916 PSF 70.7 PSF 89.6 PSF 70.7 PSF 247,00 LB•FT 144.7 LB 432.5 L0 3ZA.6 lB to 24 " 30 „115.4 36- 36 " 1116 m• 157.8 PM t tv 157.0 PSI 4 m 108.0 PSP a 103.0 PSF 247.00 LB -FT 265.2 LB 629.1 LB 372.0 to t Paf 1 2.0 P'SF S.4 1 L2.0 PSF 94.6 PSI 74.7 PSI 94.6 PSF 74.7 PSF 247,0018-FT 207.0 LB 544.2 LB 3S7.6 LB PSP 92A PSf I IS.& W 92.1 PSF 71.5 PSF 01.4 PSF 77.8 PSF 61.4 PSf 247.00 LB•FT 170.2 tb 488.7 LB 348,E LB 99.2 PSF 78.3 PSF 99.2 PSF 76.3 PSF 66.1 PSF S2.2 PSC 66.1 PSF $2.2 PSF 247.0D LB -FT 144J LB 450.6 LB 342.7 lB to.. 24 " „ 36- 42 " 1470 xJ 98 9 PSF 123.0 PSF 129.0 PSF I 82 0 PSP 98.9 PSF 82.0 PSF 247,00 LB-fT 2652 LB 006.0 LB 406.0 LB F 6L0 PSF .6 PSF S&O PSF 70.9 PSF $6.0 P5F 70.9 PSI 56.0 PSF 247.00 LB -FT 207.0 LB S 0.0 LA 383.5 LB 96.6 F 69. X PSF 8a 69.1 PST 58. PSF 46.0 PSI 50.3 PSI 40.0 PSF 247.00 LB -PT 70.2 L0 510.0 LO 369.9 LB 74.4 PSF 58.7 PSF 74.4 PSF S8.7 PSF 49.6 PSF 39.1 PSF 49.6 PSF 39.1 PSF 247.00 LB -FT 144.7 LB 468.7 IS 360.6 to B " 24 " SO ' is- 48 " 1920-nF 7S.7 PSF 59.8 PSF 7S.7 PSI 59.8 PSF 75.7 PSI 59.8ISP 75.7 PSF $9.8 PSF 235.30 LB-fT 252.6 L6 661.9 IS 4214 LB 63,z, PSI 49A PST alit PSF 49.8 PST $1.7 PSI 40A PSF $1.1 PSI I 40.6 PS► 247.0p L&F'T 207.0 LB 592.2 LB 409.4 LB 67. PSF 49.8 PSF 63. PSF 49.8 PSF 42.5 PST 33.6 PST 42.5 PS? 33.6 PSF 247,00 L04? 370.2 l8 527.5 LB 391.2 L8 54.2 P5f 42.8 PSI 54.2 PSF 42.8 PSF 36. L PSF 25.5 PSF 36, 8 PSF 1 28.5 PSF 247.00 LB -FT 1 144.7 LB 1 456.8 LB 1 378.9 LO tND CUSTOM CROSS -BRACE" STAND DESIGN SCHEDULE LOAD TRANSFER INFORMAT)O,Y FOR USE W17H HOST STRUCTURE VERIFICATION ONLY UNIT TO FRAME RATIO N iRAMES (21 UNITS:FRAM ES MAX UNIT STAND MAX, BASE MAX, BASE MAX, BASE MAX. BASE ANCHOR TY►[: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TMz 1 OR 4 ANCHORS TYPEt 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 DIMENSIONS (W x D x M ) CLEAR HEIGHTX SHEAR (V) UPLIFT (T) GRAVITY (C) MAX11A% AU.OWASLe KA% ALLOWABLE MAX MAX ALLOWABLE MAX MAX ALLOWABLE MAX MAX ALLOWABLE MAX MAX ALLOWABLE MAX MOMENT (M) LATERAL. LOAD ALLOWABLE UPLIFT LATERAL LOAD ALLOWABLE UPLIFT LATERAL LOAD ALLOWABLE LATERAL LOAD ALLOWABLE UPLFT LATERAL LOAD ALLOWABLE GIFT LATERAL LOAD ALLOWABLE UPLIFT 18" 35.6 PSF 28.1 PSF 3S_6 PSP 28.1 PSF 35.6 PSF 22.1 PSF 35.6 PSF 26.1 PSf 3S.6 PSF 29.1 PSF 15.6 PSF 8.1 PSF 1.37, 70 tB-FT 23SA L8 1161.0 t8 it22.2 LB 48' WIDTH M „ 3SA PSF 28.1 PSF 33.0 PSF 26.0 PSF 3SA PSF 20.1 PSF 35.6 PSF 28.1 PSF 35.6 PSF 25.1 PSF 35.6 PSF 28.1 PSF 162.10 LB -FT 218.0 LB 1201.8 t8 1159.0 LB 48' DE MH �. 35.615E 38.1 PSF 33.0 PSF 26.0 PSF 35.6 PSP 28.1 PSF 35.6 PSF 28,1 D5F 35.6 DSF IB.L PSF 35.6 A$F 28.1 PSf 206.50 LB•RT 73D,1 LB 1384.E LB t330A LLl 80' NE1GKf 36. ]S.6 PSF 28.1 PSF 31.3 PSF 24.7 PSF 35.6 PSF 28.1 P5F 35.4 PSF 28.1 PSF 35.6 PSF 28.1 PSF 35.6 PSF 28.1 PSF 217.10 LB hT 207,0 l8 347.7 l8 1315.0 LB Loco T"A7STTRUCTURRE CATTIION R" MOST �• STAND E VE''AR ONLY my To FRW* RATIO Tr! 141 FRAHFS 5) FRAMES MAX UNIT STAND MAX, BASE MAX. EASE MAX. BASE MAX. BASE ANd4OR TYPE: 1 OR 4 ANCHORS TYPE• 2 oft 3 ANCHOR TYPE- 1 OR 4 ANCHORS TYPE:2 OR 3 ANCHOR TYPE. _ULM= I OR 4 ANCHORS 7VPE: 2 OR 3 x CLEAR MOMENT (M) SHEAR (V) UPLIFT (I) GRAVITY (U MAX MAX MAX MAX MAX MAX 010NS (W x D x M) (W HEIGHT f1AX ALLDWAIiIl: ALLOWABLE MAX ALLOWABLE ALLOWABLE MAX ALLOWABLE AUOWASLE MAX ALLOWABLE ALLOWABLE MAX ALLOWABLE ALLOWABLE MAX ALLOWABLE ALLOWABLE LATERAL LOAD UPLIFT LITERAL LOAD UPLIFT LATERAL LOAD UPU►T LATERAL LOAD UPLIFT LATERAL LOAD UPLIFT LATERAL LOAD UPLIFT i8 " 50.2 PSf )9.6 PSf 41.9 PSF 31.0 PSF SO.2 PSF "A PSI 50.2 PSF 39.6 PSF 5o.2 PSF 39.6 PSI $0.2 PSP 39.6 PSF 173.40 LB -FT 276.6 L8 976.0 La 678.7 lB 48' WIDTH 24 ' 44.0 PSI 34.7 PSF 3$.6 PSF 28.1 PSF 50.2 PSF 30.6 PSF 42.7 PSf 33.7 PSf $012 PSF "A PSF 42.7 PSF 33,7 PSF 107.00 LP FT 23&0 Lb 906.7 LB 846,E LB 40- HEPlHIGH 30 " 39.0 PSf 30.8 PSF 3S.6 PSF 20.1 PSF 4b.9 PSf 37.0 PSF 42.7 PSI ]3.7 PSF 46.9 PSf 37.0 PSF 46.2 PSF 33.7 PSF 243.70 LB•FT 254.4 lB 1067.2 LB 989.4 LB 66" HEIGHT 36 " 33.5 PSF I6.S PSF 33.5 PSF 26.5 /SF s0.2 FSf 31,8 PSF 40.2 PSf 31.6 PSF 40,2 P$i 3118 PSF 40.2 PSF 31-8 PSF 2a7.00 LB-Fi 221.5 L81 f002.I l8 953.8 LB UNIT (SEE TABLES) SMALL UNIT ANGLE SUPPORT, SEE SHEET 17 0 2" MAX 2" i i Zwla- O � azW N N (2) 2"x2"xY6" 6061-T6 ALUM ANGLE (FRONT & BACK) STAND DEPTH 10" MIN FOR HT 5 24" 12" MIN FOR HT > 24" HD CUSTOM CROSS -BRACE ASSEMBLY ALLOWABLE CONFIGURATIONS: UTILIZE HD 1 UNITS:3 FRAME CONFIGURATION 2 UNITS:4 FRAME CONFIGURATION THIS COMPCUSTOMNENTS �R WX�y L W MAX STAND 1 T f T ATTACH CROSS BRACE AC UNIT AC UNIT AC UNIT ANGLES TO POST W/ (1) 5/16"0 SS OR SAE GR 5 THRUBOLT OR W/ W FILLET WELD (Yi" LONG MAX MTOP AND OAX } ANGLES) MAX BOTTOM OF , MAX r MAX MAX MAX 3 UNITS:5 FRAME CONFIGURATION �'wX"� t"„w� �w� g� AC UNIT DACUN = AC UNIT M09 AX 1 MAX T MAX I S. MAX � MAX INK SENNARDO, PE I0046S49CAt 9885 fZ71 , {j, 2 N W m u ��lt;.sWFwM Vjt L:.3:�t r ULL li y�CC L c.•• � daN � t7i V U.� L N W L W { ..4 D O a z J Q z 0 L� U Lu fY a N a.. s" N 6 0 C O 5 W 2 O Y z uJ all LA N YJ = C V z ? Cl a� � O z a z O LL zi 1 20-32768 JLN_u vEu FRAME ASSEMBLY & UNIT TIE -DOWN DETAILS: 'C'CHANNF RECTANGOIAR TUBING I FRAME ASSEMBLY DETAIL 16 T/B'( P.) ROUND TUBINGO 4 ANCHORS PER FLATS )SEE ANCHOR SCHEDULE) Y.- FILLET WELD PULL BASE PLATE' POST CIRCUMFERENCE TO BASE PLATE +DST STRUCTURE PER - ANCHOR SCHEDUL. Z'.. 1 BASE PLATE DETAIL `--/ cciltf -vim I -BEAM MUST BE PARALLEL TO TRUSSES MR THIS OFTAM1 ASSEMBLY PORT ASSEMBLY, ttP: UNIT HOUSING (4) MR UNIT, ISOLATOR PADS MIN. C MR UNIT 1 A/C UNIT TIE -DOWN DETAIL Best" PROFESSIONAL O T C SEE DESIGN SDIEDUIES RECORD SMALL VERIFY FOR REACTIONS PER EACH CAPACITY OF MOST FEI AS ILLUSTRATED STRUCTVRE HEREIN, TYP 3 ROOFING FINISH ASBUMED MA% BY MERs M V 3 RE- HOSTSUCTUR—. a BASEPLATE REACTIONS L6 FOR ILLUSTRATIVE WRFOSES ONLY STAND DEPTH PER NG QD T/B' DESIGN SCNEOULF W Tre.41 T'P, EDREADED Y.'O ME GRADE 5 TYP.EDGE ROUND TUBING m RODS WITH ;". •.' BA a�' SF PLATE ,. BASE PUTSO MIN. WASHER AND LWNING NUR, ttP, 14) R'O SAC "HUM 5 wooD: ADD (4)'$'D- W T"0.EADED ADDWASHER -O MIN. WASHER AND SCREW, 'O MIN. WASHER, ISTINGTRUSS LOCKING NUfS, Tl'F. J'h' MIN. EMBED,}' MIN. EDGE MEMBER tN�j DISTANCE UTILIZE LOCKING NUT S (3) YL ' EACH SIOE OF ALUMINUM IN TN0.UBOLT,$'O BIN. WASHER T"ll A (L ANGLE, TYP, LOCKING NUT. UTILI2E GLETI MI UM ANGLE TI (3) 3-A'R7{' 6061-T6 (37 TOP AND (2) BOROM, TW. -ALUMINUM TO RATE ONTINUOUS ALUMINU _ .,FOOTPRINT INSE FOOTPRINT ABOVE. ANGLE TO FNTCX BKSE UTILIZE LOPLATEfOOTRRIFT . EACH SIOEOABOVECH 7 EACH 510E OF SIDE CF m AANGLE ,NCHOR ROW, SEE SIDE L VIEW MRDETA] EXISTING WOOD TAUS SECTION A -A (SIDE -VIEW) BASE PLATE . DETaIS. MEMBERS(G.O.5s MIN.) OR H' ALTERNATE A36 MIN STEEL (INTEGRITYBY ATTACHMENT AT WOOD/STEEL OTHERS), rYP. OTHERS), MEMBERS 16 FOR USE AS AN ALTERNATE ATTACHMENT METHOD MR ALL ANCHOR TYRES ON DESIGN SCHEDULE TABLES. SITE SPECIFIC DESIGN RECOMMENDED. BY: ANCHOR SCHEDULE FOR USE WITII DETAIL 3 ON THIS SHEET ONLY ANCFID T M09T ANCHOR DESCRIPTION TYRE sTROO O9AE GRADE 3 LVAN12EU BDLR WY © STEEL NUT A EI NIli 63Nre MIN. WASHER roSTRUCTURAL A38 EEL MEMBERS 110' MINHOSTIHICNNE MI 114V POWERS WEOOEBOLT CONCRETE ANCHORS OR EOUNALEM WITH SOre MIN WASHER.3LT © CONCRETE EMBEDMENTd3-MMEDGEDISTANDE SPAOINGPER THE FOLLOWING+)BABE PLATE WIDTH. I.PT). W� SEEDETAIL116'. USEDETAIIG FORGRWND p MOUNT ONLY WHEN APPROVED BY EOR/BNLDING OFMCLLL (SEE NOTES BELOW). MFIBO LAG SCREWS d ASHER. 2.17 THREAD PENETIWTION. T EDGE DISTANCE. I41 vRW SAE GRADE 5 SHEET METAL BERE NS ® STEELWITH"-OMIN WASHERTOSTRUCTURALAb STEEL MEMBERS VIV MM MOSTTHICNNESB ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE %TTH MANUFACTURERS' RECOMMENDATIONS. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE FOR EACH ANCHOR. 3. ALL CONCRETE SUBSTRATE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE SUBSTRATE THICXNESS SHALL BE GREATER THAN OR EQUAL TO I.Su1NCHOR EMBEDMENT. INSTALL CONCRETE ANCHORS TO UN -CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT SHALLBEAS NOTED IN ANCHOR SCHEWIE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES ROOFING FINISHES. S. WHERE EXISTING STRUCTURE IS WOOD TRUSSES, EXISTING CONDRIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOW TRUSS MEMBERS, NOT INTO PLMOOD, THE CONNECTION OF THE AC STAND TO THE SUPPORTING HOST STRUCTURE IS ASSUMED TO BE A RIGID CONNECTION. THE INSTALLER SHALL ENSURE THAT ANY ROTATION OF THE SUPPORTING HOST STRUCTURE IS STRICTLY PREVENTED. IN ADDITION, THE INSTALLER SHALL ENSURE THE HOST STRUCTURE CAN ADEQUATELY SUPPORT THE REACTIONS PROVIDED IN THIS APPROVAL. IF THE INSTALLER IS UNABLE TO VERIFY THESE REQUIREMENTS, THE BUILDING OFFICIAL SHALL REQUIRE A SITE SPECIFIC EVALUATION TO ENSURE STAND STABILITY. _ 1 20-32768 16 iZECEIVED (2)2x10 BLOCKING BLOCK (LENGTH CUT TO FIT SCREWS BETWEEN MISTING THI TRUSS CHORDS) GLUED TOGETHER WITH NIGH STRENGTH WOOD GLUE TO WOOD ) 3/B' LAG EXISTING WOOD SHEATHING, BY (1) SIMPSON GA2 W/(6) EXISTING WOOD TRUSS CHORD SD19 x 1- 1/2' SCREWS, AT 24' MAX O.C. (G=O.42 MIN.) EACH SIDE OF BLOCKING SECTION A -A (SECTION -VIEW) LOCATE BASE PLATE WITHIN CENTER C-0' (1)SIMPSON D O ,.. GA2. BELOWI i 4 .C<, .. .. O 0 .. . _. . CENTER BASE PLATE ON 2x10 BLACKING L/ SECTION B-B (PLAN -VIEW) ALTERNATE BASE PLATE ATTACHMENT AT WOOD I TRUSS MEMBERS 17 FOR USE AS AN ALTERNATE ATTACHMENT METHOD FOR TO WOOD NOTE: USE OF THIS DETAIL (1/12) 15 RESTRICTED TO FOLLOWING: • ONLY APPLICABLE FOR THE FOLLOWING STAND TYPES: STD, HD. FIXED -HD • LIMITED TO 6M OF THE ALLOWABLE DESIGN PRESSURE LISTED IS THE DESIGN TABLES. EXAMPLE: MAX ALLOWABLE LATERAL LOAD PER DESIGN SCHEDULES - 95 PSF MAX ALLOWABLE UPLIFT LOAD PER DESIGN SCHEDULE • 20 PSF MAX ALLOWABLE LATERAL LOAD PER DETAIL (1117) = 9S PSF x (0.60) - 57 PSF MAX ALLOWABLE UPLIFT LOAD PER DETAIL (2/12) = 70 PSF x (0.60) = 42 PSF SEP 2 9 2023 BY: SMALL UNIT ANGLE UNIT DEPTH, RAIL SPACING (4) .14 SAE GRADE 2 4 SHEET METAL SCREWS 4 4 4 WITH %'0 MIN. _ WASHER PER ANGLE END, TYP-ll $ TAND DEPTH PER RAIL DESIGN SCHEDULE ROUND TUBING (OR RAIL SPACING �\ PER DETAIL 211) .... -----------./-----`-------_ FASTEN ANGLE VERTICAL LEG TO 22 GA (0.03t- MIN.) STEEL HOUSING WITH (4) 014 SAE GRADE 2 MIN. SHEET METAL SCREWS AT EACH UNIT CORNER SECTION C-C (SIDE -VIEW) SMALL UNIT ANGLE Z ATTACHMENT DETAIL 17 HIS THE CONNECTION OF THE AC STAND TO THE SUPPORTING HOST STRUCTURE IS ASSUMED TO BE A RIGID CONNECTION. THE INSTALLER SHALL ENSURE THAT ANY ROTATION OF THE SUPPORTING HOST STRUCTURE IS STRICTLY PREVENTED. IN ADDITION, THE INSTALLER SHALL ENSURE THE HOST STRUCTURE CAN ADEQUATELY SUPPORT THE REACTIONS PROVIDED IN THIS APPROVAL. IF THE INSTALLER IS UNABLE TO VERIFY THESE REQUIREMENTS, THE BUILDING OFFICIAL SHALL REQUIRE A SITE SPECIFIC EVALUATION TO ENSURE STAND STABILITY. Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 i� 305-795-2204 www.msvfl.gov 1%1¢ ` Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full- time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership: 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations: and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked //by the Division./ Your contractor: /J �i' gat /I l'�+ 0� TY / G is requesting a permit under this workers' compensation exemption and has ack owledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part- time employees or subcontractors. BY SIGNING BELOW YOU ACI' E THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signat Address: / / Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of a 7y_3cA , 2013 . By 449,E12-7who is personally known to me or has produced s i• ; as identification. 0% "Vt MARIA ELENA SABOYA e_ ?' • ': Notary Public - State of Florida NOtary: Commission # HH 316133 -Pr F My Comm. Expires Jan 20. 2027 SEAL: % A Bonded through National Notary Assn. Rev12122022 Notice to Owner Paae 1 of 1 All Quality Electrical Services, Inc. 14750 S. River Drive Miami, Fl. 33167 State License EC 13009246 Fax # (305)688-6297 Office # (305)968-7832 allgualityelec(&att.net October 26,2023 STATE OF FLORIDA COUNTY OF MIAMI DADE BEFORE ME THIS DAY PERSONALLY APPEARED Van, ve /4'-f hf"a u"Ne WHO, BEING DULY SWORN, DEPOSES AND SAYS: THAT HE OR SHE WILL BE THE ONLY PERSONWORKING 0 THE PROJECT LOCATED AT: 999 iv2= qq S'i, /�-liG.m� J�o, �a. /`1 , 33 CO TRACTOR siGNfruRE SWORN TO (OR AFFIRMED) AND SUBSCRIBED BEFOR ME THIS -30— DAY OF q 2A,12. X PERSONALLY KNOW_ OR PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION rLB�� KETLIE K. DANIEW =o1PRV Commission # GG 926487 Expires November 4, 2023 00FFT1 eaid.'d Thor BuWNotary services PRINT, TYPE OR STAMP NAME OF NOTARY Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: DS-09-23-2420 Permit Type: Driveways/Walkways/Slabs Work Clpssi¢tadon: Addition/Alteration Permit Status: Approved Issue Date: 10131/2023 1 Expiration:05/01/2024 Location Address Parcel Number 999 NE 99TH ST, Miami Shores, FL 33138 1132060340271 Contacts ALBERT & LIZA FERNANDEZ Owner RLV CORP Applicant 999 NE 99 ST, MIAMI SHORES, FL 33138 Robert Vickers 1401 NE 101 St 1401 NE 101 St, Miami Shores, FL 33138 Business: 3057905899 bobvickers@bellsouth.net Mobile: 3057905899 Home: 3057905899 SAMUEL LIGHTBOURNE 14750 S RIVER DR, MIAMI, FL 33167 Business: 3057905899 allqualityelec@att.net Description: INSTALLATION OF PRE FAB CONCRETE SLAB WITH Valuation: $ 1,763.70 Inspection Requests: �+ ATTACHED MECHANICAL BRACKET TO SUPPORT NEW 26KW GENERATOR Total Sq Feet: 8.00 ni Fees Amount Application Fee - Other $50.00 CCF $1.20 Concrete/asphalt/pavem, slabs, dways, $50.00 swalks DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Planning and Zoning Review Fee $70.00 Scanning Fee $12.00 Technology Fee $10.00 Total: $197.80 Payments Date Paid Amt Paid Total Fees $197.80 Credit Card 10/31/2023 $197.80 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re 7ting stru nand zoning. Futhermore, I authorize the above named contractor to do the work stated. .27 Authorized Signature: Owner / Applicant ! Contractor / Agent Date October 31, 2023 Page 2 of 2 Miami Shores Village S� pn -'CE;jVED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: SEP 2 g 2023 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 207P -I-F' BUILDING Master Permit No. �L-o9- 23-2-ylq PERMIT APPLICATION Sub Permit No. 'C)`l' 23,Zy7_r0 QBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 999 NE 99 St City Miami Shores County: Miami Dade Zio: Folio/Parcel#:11-3206-034-0271 Is the Building Historically Designated: Yes NO X Occupancy Type: SF Load: Construction Type: CBS Flood Zone: N BFE: FFE: OWNER: Name (Fee Simple Titleholder): Albert Fernandez Phone#:786-564-9152 Address:999 NE 99 St. City: Miami Shores state: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: bobvickers@bellsouth.net CONTRACTOR: Company Name: All Quality Electric Phone#: 305-968-7832 Address: 14750 S. River Dr. City: Miami State: FL Zip: 33167 Qualifier Name: Samuel Lightbourne Phone#: 305-968-7832 State Certification or Registration #: EC13009246 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: Address: City: State: _Zip: Value of Work for this Permit: $1,763.70 Square/Linear Footage of Work: 8 sq. ft. Type of Work: ❑ Addition ❑ Alteration ❑■ New ❑ Repair/Replace ❑ Demolition Description of Work: Installation of pre Fab concrete slab with attached mechanical bracket to support new 26kW generartor. Specify color of color thru tile: Submittal Fee $ J f\tt' Permit Fee $ � • 00 CCF $ 1 • CO/CC $ Scanning Fee $ W Radon Fee $ 2 , OD DBPR $ Z •C(2 Notary $ Technology Fee $ �G OV Training/Education Fee $ 5 APO Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this _ day of � / Te e, 20 a 3 , by AZ. e_& C/_�ir�r�� , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: MARILYN PERREr-OWL WCOMMM ONORY 3160 APPROVED BY I q, as The foregoing instrument was acknowledged before me this day of 20 Z? , by 4tkbq�, who is personally known to me or who has produced -_�r Z .IBC' as identification and who did take an oath. NOTARY PU Sign:, Print: V'UeJae �eua{;eh y8no�4i aapuo8 Seal: •[ 01 tier sa:+dz� u mc? �w rOWPOSIV160.) « aass;usao) v so'' .. * :4` 0. ; -r fl VONVO "ONV5 Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 999 NE 99TH ST, Miami Shores, FL 33138 Contacts Permit NO.: PL-09-23-2421 Permit Type: Plumbing - Residential' Work Classification: Gas Permit Status: Approved Issue Date: 10/31/2023 Expiration: 05/01/2024 Parcel Number 1132060340271 ALBERT & LIZA FERNANDEZ Owner RLV CORP Applicant 999 NE 99 ST, MIAMI SHORES, FL 33138 Robert Vickers 1401 NE 101 St 1401 NE 101 St, Miami Shores, FL 33138 Business: 3057905899 bobvickers@bellsouth.net Mobile: 3057905899 Home: 3057905899 EDWARDO ROJAS 880 NE 111 ST, BISCAYNE PARK, FL 33161 Business: 3059446788 EDDIE.ROJAS@HOTMAIL.COM Home: 7864439846 Description: INSTALLATION OF 3/4" LPG GAS LINE TO SUPPORT Valuation: $ 4,421.78 Ins ection Requests: INSTALLATION OF NEW 26KW GENERATORS-762-4949 - Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.32 DCA Fee $2.00 Education Surcharge $1.50 Permit Fee $104.76 Scanning Fee $12.00 Technology Fee $15.48 Total: $191.06 Payments Date Paid Amt Paid Total Fees $191.06 Credit Card 10/31/2023 $191.06 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con4tructiop Vnd zoning. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent October 31, 2023 Page 2 of 2 RECEIVED Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING Qwkm SEP 2 9 2023 ��uS) BY:__ FBC 202.0 Master Permit No. E "Unq- Z3 Zy Ini Sub Permit No. �L _o rz3- 7_1424 ❑ REVISION ❑ EXTENSION ❑RENEWAL FN_jPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 999 NE 99 St ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-034-0271 Is the Building Historically Designated: Yes NO X Occupancy Type: SF Load: Construction Type: CBS Flood Zone: N BFE: FFE: OWNER: Name (Fee Simple ......999 NE 99 St. City: Miami Shores Albert Fernandez Tenant/Lessee Name: N/A Email: bobvickers@bellsouth.net State: FL 786-564-9152 33138 CONTRACTOR: Company Name: Edward Rojas Plumbing Phone#: 786-443-9846 Address: 880 NE 111 st. City: Biscayne Park State: FL Qualifier Name: Edward Rojas Phone#: State Certification or Registration #: CFC049431 Certificate of Competency #: _ DESIGNER: Architect/Engineer: N/A Address: City: Value of Work for this Permit: $4,421.780 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration [] New ❑ Repair/Replace 33161 786-443-9846 Mate: Zip: 15 linear ft. ❑ Demolition Description of work: Installation of 3/4" LPG gas line to support installation of new 26kW generator. Specify color of color thru tile: Submittal Fee $ 5Z • C7J Permit Fee $ l0q . Ma COP $ 3 • C17 CO/CC $ Scanning Fee $ 12 .00 Radon Fee $ L' 00 DBPR $ 23z Notary Technology Fee $ I:s .LA'b Training/Education Fee $ 1 . f b Double Fee $ Structural Reviews $ Bond $ (Revlsed02/24/2014) TOTAL FEE NOW DUE $ \' `k •0b Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $1500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sigii a Signature b OWNERorAGENT J CON CTOR The fore ng instrument w s ackn wedged before me this The for oing instrum nts ackr[�o�wledged before me this �� day of Qil h �e 20 a 3 , by day of �h "� 20 �3 , by Pr 1b-er� Fern.m� d-t>; , who is personally known to Fd td4,,'C'L ICo j QS . who is personally known to Comm. Expires Jul 5. 2025 iroueh National Notary Assr. Print: Seal: as me or who has prl identification and NOTARY PUBLIC: �b Print: Seal: MOW.ublic - State of r'.or;a Commission x HH 284521 My Comm. Expires Jul 5. 2M Id through National Notary Assr. C ', L-� GL-. ####fiiffi#####iffifi#f##fi►i/iitif###fii//iftit#iff###/###fitfi/fif/#ft#i#i#ii#iiiiiiiiif###########i##i#ii APPROVED BY Plans Examiner Structural Review ng Clerk (Revised02/24/2014) Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 bVil 305-795-2204 www.msvfl.aov �I Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full- time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: l . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor: L 1.�w4 r 1(`v 1"�G» 5l r4 is requesting a permit under this workers' compensation exemption and has ac owledge that he she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part- time employees or subcontractors. BY SIGNING BELOW YOU ACKNOW - E THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signat �/ Address: �7.?F l Owner c�c5, �� 33 0 State of Florida County of Miami -Dade The foregoing was acknowledge before me this -�2 3 day of F%GTa d `L 20 23 . By 1Q1deA7 rE/L uAJncZ who is personally known tome or has produced PIIi-sime6 A5s`94,4d T .A as identification. jirso MARIA ELENA SABOYA Notary: �� •% '11 Notary Public - State of Florida /nsv< ,r ty �? Commission g HH 316133 $EAL:Jri ry? x n4'+ My Comm. Expires Jan 20, 2027 Bonded through National Notary Assn. Rev12122022 Notice to Owner Page 1 of 1